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VOL. 95167, PG. 5885
D.R.D.Co. T.
CONCRElE WALL
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VOL. 97023, PG. 3493
D.R.D.Co., Tx.
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DALLAS COUNTY
VOL. 91251, PG. 5059
D.R.D.Co., Tx.
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
LOCATION
LINE "A"
LINE "A"
LINE "A"
LINE "A"
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LINE" A"
LINE "A"
LINE "A"
LINE "A"
LINE "A"
LINE "A"
LINE "A"
LINE "B"
LINE "B"
LINE "B"
CURVE TABLE
LENGHT RADIUS
97.27' 200.00'
96.73' 197.6S'
157.02' 291.19'
51.24' 193.00'
127.51' 793.00'
95.51' 226.66'
42.53' 267.34'
122.14' 706.82'
34.56' 257.00'
63.60' 307.00'
24.59' 163.00'
77.65' 200.00'
114.79' 153.00'
43.81' 343.10'
125.29' 183.82'
,
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JOSEPH C. THWEATT ESTATE
DEFINED IN DEED TO
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50.0'
WA TER & SANITARY SEWER PLAN
ALEXANDER COURT 18.506 ACRES
CITY OF COPPELL, DALLAS COUNTY, TEXAS
TIM BENNETT ENGINEE:RING timbennett3@verizon.net
203 JACKSON STREET WYLIE TEXAS 972 -429-3993
Date: Scale: Desi n: Drawn: Pro'ect Sheet
APRIL 2007 H:1"=50' TWB EKK 07001 3 OF 11
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DOC. 200600465952
D.R.D.Co., Tx.
I
110' GENERAL TELEPHONE
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'25'
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SURVEY, ABSTRACT NO.
SURVEY, ABSTRACT NO.
18.506 ACRES OF lAND
OF COPPEll, DALLAS COUNTY, TEXAS
MAY 30, 2007
SHEET 1 of 2
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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.
THE RESERVE
VOL. 98249, PG. 23
D.R.D.Co., Tx.
I ZONED-PO 108R25 SF-91
J.H. SIMMONS SURVEY
A- 1296
I
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DALLAS COUNTY
VOL. 91251, PG. 5059
D.R.D.Co., Tx.
BLOCK
EDWARD A. CROW
J.W. ANDERSON
ZONED-PO t08R SF-91
301
18
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PD-220R-SF -12
CITY
~ Sempco Surveying Inc.
3208 S. MAIN ST. FORT WORTH, TX 76110-4278
TEL: (817)926-7876 FAX: (817)926-7878
GPS-SURVE'l1NG-MAPPING-PLANNING-CONSULTANTS Project No. 8371-PP-Re
Copyright 2006
" AN !
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2. SIGHT EASEMENTS SHOWN AT THE INTERSECTIONS.
3. 1498.01- MIN. FF ELEVS.
(2.0' FOOT ABOVE 100 YR. FLOOD ELEV.)
21
25' SEWER SANITARY
EASEMENT
VOL 95203, PG. 2898
D.R.D.Co., T. ....
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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.
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VICINITY MAP
NOT TO SCALE
CURVE DATA
CURVE DEL TA RADUIS T ANGET LENGTH CHORD SEARING 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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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
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 15' FEET.
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9. FRONT YARD SETBACKS SHALL VARY FROM 2S' TO 40',
10, THIS PROPERTY SHALL BE DEVELOPED IN ACCODANCE WITH THE SF-12 DISTRICT REGULATIONS,
EXCEPT AS HEREIN REVISED.
11. BE PERMITTED TO BE BUILT EAST OF THE SAITARY SEWER MANHOLES ON LOT 22.
12. S FOR LOTS 4, 6, 26, AND 27 SHALL BE LIMITED TO DECORATIVE METAL.
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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' 3d~ W
S OS07'29" 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
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'
N 8913'25" E 134.38'
23
NOTE:
ACCESS/MAINTENANCE EASEMENT TO
COINCIDE WITH THE WESTERN BOUNDARY
OF THE EXISTING SANITARY SEWER
EASEMENT.
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NOTE:
The City of Coppel! 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.
24
ROAD
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-------4-
WEST BETHEL
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 - 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 - 1 5,81 2 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 - 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'
o
.
WAiER
VALVE
PROPOSED CURB
ENHANCED PAVING
(STAMPED CONCRETE
PROPOSED BACK OF CURB .......
SANITARY SEWER
MANHOLE
W. BETHEL ROAD
EASEMENT DETAIL ALONG
DETAIL
AND
AT WEST
KNIGHTS
DENTON
TAP
BETHEL
WAY
RD.
SCALE: 1" = 30'
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.)
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 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-af-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 SOLlth 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 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 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 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 4Sminutes 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 degree s 38 minutes 02 seconds East - 108.14 feet along a line 50 feet West of and pa ra lIel 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. Barllett, a. Registered Professional Land Surveyor. do hereby certify
to 'v1ira Mar Develoomeo: Corporation, Citbank, NA :;oct Chicago Title Insurance
Company tha: 1 have prepared this pial from en seLal on the groun:! sur-,ey of
the land;and the monumen:s sho'....n h:;reon '4'/ere faune a1df:>r placec under my
per~ont11 'Supervi~ion in accordtlnce wi:h the plotting rule~ 'lnc regul'ltiors of the
City 0 ~ Cap::> e I, T e 1. as.
CJc-u~~~/~q
B u rv Po Y 0 r N \1 18 fl 7
ZONING EXHIBIT/ DETAIL SITE PLAN
CITY
Yf0w4
A, LOTS 1 -29
SURVEY, ABSTRACT NO.
SURVEY, ABSTRACT NO.
18.506 ACRES OF LAND
COPPELL, DALLAS COUNTY, TEXAS
MAY 30, 2007
Sheet 2 of 2
BLOCK
EDWARD A. CROW
J.W. ANDERSON
301
18
OF
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~NG-MAPPING-Pl.ANNING-CONstJLTANTS Project No. 8371
.
v.~~ /'
CURVE TABLE
LENGHT RADIUS
97.27' 200.00'
96.73' 197.68'
157.02' 291.19'
51.24' 193.00'
127.51' 793.00'
95.51' 226.66'
42.53' 267.34'
122.14' 706.82'
34.56' 257.00'
63.60' 307.00'
24.59' 163.00'
77.65' 200.00'
114.79' 153.00'
43.81' 343.10'
125.29' 183.82'
LEGEND -
GRAND COVE ESTATES
VOL. 94190, PG. 4358
D.R.D.Co., Tx.
EDWARD A. CROW SURVEY
AB~NO' 301
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
LOCA nON
LINE "A"
LINE "A"
LINE "A"
LINE "A"
LINE "A"
LINE "A"
LINE "A"
LINE "A"
LINE "A"
LINE "A"
LINE "A"
LINE "A"
LINE "8"
LINE "8"
LINE "B"
DELTA
2r51 '57"
28'02'07"
30'53'47"
15'12'41"
0912' 45"
24'08'32"
09'06'56"
09'54'04"
or42'15"
11'52'10"
08'38'36"
2214'44"
42' 59'10"
0718'58"
39'03'12"
TANGENT
49.62'
49.35'
80.47'
25.77'
63.89'
48.47'
21.31'
61.22'
17.30'
31.91'
12.32'
39.32'
60.25'
21.94'
65.19'
~~~
COV;~
I.P.F
IRON PIN FOUND
SANITARY SEWER M.H.
11
10
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WA TER VALVE
RRE HYDRANT
POWER POLE
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----
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================ EXISTING WA TER LINE
PROPOSED WA TER LINE
PROPOSED SANITARY
SEWER LINE
......
......
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COUNTRY ESTATES
VOL. 92188, PG. 3639
D.R.D.Co., Tx.
10
/
---
,
/
11
BIG CEDAR ADDITION
VOL 92125, PG. 3455
D.R.D.Co., Tx.
/
/
12
~
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JOSEPH C. THWEATT ESTATE
DEFINED IN DEED TO
J.W. THWEATT
VOL 515, PG. 76
D.R.D.Co.T.
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Graphic Scale in Feet
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~ BASED ON FLOOD STUDY BY
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1-6" VALVE
1-S"x6" TEE
1-8" VALVE
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PCC - 1+90.31
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() VOL 70251, PG. 356
D.R.D.Co., T.
-
-----
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-
26
lElEPHONE
MANHOLE
BLOCK A
f
0.725 AC. /
(SURVEYEj
/
-MIRA MAR DEV. CORP.
DOC. 200600465952
D.R.D.Co.,Tx.
2
/2" I.P.F.
50.0'
/
INSTALL:
1-16"x8" TAPPING
SLEEVE & VALVE
7
3+59,42 LINE "8" END &
CONSTRUCT 4' DIA. MANHOLE
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VOL. 70251, PG. 356
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EXISTING 16" WATER LINE
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EXISTING
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OPOSED BACK OF CURB
S 89"27 28
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W 420.29'
ASPHALT
=:7 -ss
top 493.3
GRATE INLET
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CONCRETE WALL
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CONCRETE BRIDGE
CONCRETE WAlL
ASPHALT ROAD
EXISTING 16- WATER UNE
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FIRST BAPTIST CHURCH OF COPPEll
VOL. 95167, PG. 5885
D.R.D.Co. T.
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MANHOLE
0.147 ACRE RIGHT-OF-WAY
DEDICATION PER THIS PLAT
SUMMIT AT THE SPRINGS
VOL. 97023, PG. 3493
D.R.D.Co., Tx.
/
/
DALLAS COUNTY
VOL. 91251, PG. 5059
D.R.D.Co., Tx.
THE RESERVE
VOl.98249, PG. 23
D.R.D.Co., Tx.
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 972 -429-3993
Date: Scale: Desi n: Drawn: Pro'ect Sheet
APRIL 2007 H: 1 "=50' TWB EKK 07001 3 OF 11
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VOL 94190, PG. 4358
D.R.D.Co., Tx.
EDWARD A. CROW SURVEY
A-301
LEGEND -
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DOC. 200600465952
D.R.D.Co., Tx.
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'1110' GENERAL TELEPHONE
EASEMENT
.. J~' II VOL. 70251, PG. 356
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A, LOTS 1 -29
SURVEY, ABSTRACT NO.
SURVEY, ABSTRACT NO.
18.506 ACRES OF LAND
COPPELL, DALLAS COUNTY, TEXAS
MAY 30, 2007
SHEET 1 of 2
0.147 ACRE RIGHT-OF-WAY
DEDICA TION PER THIS PLAT
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FIRST BAPTIST CHURCH OF COPPELL
VOL. 95167, PG. 5885
D.R.D.Co. T.
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.
I
I
/
DALLAS COUNTY
VOL 91251, PG. 5059
D.R.D.Co., Tx.
BLOCK
EDWARD A. CROW
J.W. ANDERSON
301
18
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PD-220R-SF-12
CITY
OF
~ 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-IolAPPING-PLANNING-CONSULTANlS Project No. 8371-PP-Re
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D.R.D.Co., T. ..................................91-.......... .... ..
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BETHEL ROAD
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25' SEWER SANITARY
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VOL. 95203, PG. 2898
D.R.D.Co.,T. .,.
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'.
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VICINITY MAP
NOT TO SCALE
CURVE DATA
DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD
CURVE
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' N 74'53' 46 "E 46.32'
CV 3 9'12' 45" 775' 62.44' 124.61' N 81'06'29"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 7S04'24"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 01'19'05" 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'
--
-......_-
20' SE:'WE'R -------____
VOL SANlrAR'r ---
. 95203 E:'ASE:'M
----_ DR' PG. 28 E:'Nr
---- . .D.Co T. 98
--.....-.....- ", ..
.....---
20' SEWER SANITARY
EASEMENT
VOL 93215,PG. 8992
D.R.D.Co., T.
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
1-13
T-14
T-15
T-16
T-17
TANGENT TABLE
Beorina
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'
N 89'13'25" E 134.38'
23
NOTE:
ACCESS/MAINTENANCE EASEMENT TO
COINCIDE WITH THE WESTERN BOUNDARY
OF THE EXISTING SANITARY SEWER
EASEMENT.
NOTE:
The City of Coppell will not have responsibility for maintenance of the
floodway/floodplatn 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
20' SEWER SANITARY
EASEMENT
SCREENING
WALL 5' MAINTENANCE
EASEMENT
LOT No. AREA LOT No. AREA
LOT 1X = 3,741 S.F. LOT 1 6 30,679 S.F.
LOT 1 15,231 S.F. LOT 1 7 - 44,524 S.F,
LOT 2 - 1 6,191 S.F, LOT 1 8 - 42,030 S.F.
LOT 3 - 14,130 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 - 16,569 S.F.
LOT 11 - 57,902 S.F. LOT 27 20,201 S.F.
LOT 1 2 - 33,397 S.F. LOT 28 - 14,692 S.F.
LOT 13 - 23,313 S.F. LOT 29 15,384 S.F.
LOT 1 4 - 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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EASEMENT I
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SANU~Wo1fVlffi
DENTON
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;
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:
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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 A9 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 Eas1- 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 Eas1- 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 Eas1 -192.64 feet to a point;
South 69 degrees 25 minutes 09 seconds East -134.66 feet to a point;
South 36 deg rees 16 minutes 21 seconds East - 93.56 feet to a point;
South 30 degrees49 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 atthis 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.
;d/
29
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VALVE
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PROPOSED CURB
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ENHANCED PAVING
(STAMPED CONCRETE
CITY
OF
PRELIMINARY PLAT
~0w4
A, LOTS 1-29
SURVEY, ABSTRACT NO.
SURVEY, ABSTRACT NO.
18.506 ACRES OF LAND
COPPELL, DALLAS COUNTY, TEXAS
MAY 30, 2007
Sheet 2 of 2
------<t-
WEST BETHEL
ROAD
TAP
DET AIL
AND
BLOCK
EDWARD A. CROW
J.W. ANDERSON
301
18
AT WEST
KNIGHTS
BETHEL
WAY
RD.
SCALE: 1" = 30'
SCALE:
1" = 30'
PD-220R-SF -12
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
~ Sempco Surveying Inc.
3208 S. MAIN ST. FORT WORTH, TX 76110-4278
TEL: (817)926- 7876 FAX: (817)926- 7878
Copyright 2006 GPS-SUR'EtlNG-MAPPlNG-PLANNING-CONSULTANTS Project No. 8371
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.)
OWNER
MIRA MAR DEVELOPMENT CORP.
6003 SUNDERLAND DRIVE
COLLEYVILLE, TEXAS 76034
817-996-6698
FAX: 817-329-1792
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PLANTING PLAN
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PLANT SCHEDULE
PLANT NAME SIZE REMARKS QTY.
TREES
CEDAR ELM 4" CAL., CONT., FULL, SINGLE TRUNK, MA TCI-IED, WELL SRANCI-IED, 16
ULMUS CRASSIFOLIA 12'-14' I-IT. SRANCI-IED AT l' I-IT., 65 GAL MIN.
SHRUBS
INDIAN I-IAWTI-IORNE 3 GAL., FULL TO SASE, I-IEAVIL Y ROOTED, 24" O.C. TRIANGULAR FIELD
RAPI-IIOLEPSIS INDICA 18"-2"''' I-IT. MIN. SPACED, "'.28 PLANTS/SF VERIFY
RED YUCCA 3 GAL., FULL TO SA5E, I-IEAVIL Y ROOTED, 3"''' O.C. TRIANGULAR FIELD
I-IESPERALOE PARV/FLORA 18"-24" I-IT. MIN. SPACED, "'.18 PLANTS/SF VERIFY
GROUNDCOVERS, PERENNIALS, FERN AND ORNAMENTAL GRASSES
MAIDEN GRASS 3 GAL. FULL, I-IEAV/L Y ROOTED, 3"''' O.C. TRIANGULAR SPACED, "'.18 FIELD
M/SCANTI-IUS SINENSIS 'GRAC/LL/MUS' PLANTS/SF VERIFY
I-IAMEL IN FOUNTAIN GRASS .3 GAL. FULL, I-IEAV/L Y ROOTED, 24" O.C. TRIANGULAR SPACED, "'.28 FIELD
PENN/SETUM ALOPECURIODES 'I-IAMEL IN' PLANTS/SF VERIFY
WEEPING LOVEGRASS I GAL. FULL, I-IEAVIL Y ROOTEO, 18" O.C. TRIANGULAR SPACED, "'5'" FIELD
ERACiROST/S CURVULA PLANST/SF VERIFY
S/G SLUE L IRIOPE 4"POT FULL, I-IEAV/L Y ROOTED, '''''' O.C. TRIANGULAR SPACED, 1.66 FIELD
LIRIOPE MUSCARI 'S/G SLUE' PLANTS/SF VERIFY
SEASONAL COLOR 4" POT FULL, I-IEAv/L Y ROOTED, '''''' O.C. TRIANGULAR SPACED, 1.66 FIELD
TO SE SELECTED SY LANDSCAPE ARCI-I. PLANTS/SF VERIFY
PER TIME OF INSTALLATION
MISCELLANEOU S
LAWN SERMUDMRASS SOLID SOD VERIFY
cu. YD.
ALUMINUM EDGING I-IEA VY DUTY 3/16" x .35", COLOR - MILL F/N/SI-I, REFER TO SPEC. SECTION VERIFY
"'295"'. L IN. FT.
MULCI-I 2" DEPTI-I COARSEL Y SI-IREDDED I-IARDWOOD MULCI-I, REFER TO VERIFY
SPEC. SECTION "'295'" CU. YD.
COMPOST 2" DEPTI-I OR ORGANIC - WELL DECOMPOSED, REFER TO SPEC. SECTION VERIFY
AS SPECIFIED "'295'" CU. YD.
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GENERAL CONSTRUCTION NOTES
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J. ALL WASTE MATERIAL AND/OR EXCEMSSTI~EXCJOA6VA!"TOENANNODT DUS'!~O~ESDFAOFRTAOFT
TtiE WORK SI-IALL 6E REMOVED FRO M v v,- v
ACCEFTASLE LOCATIONS IN ACCORDANCE WITI-I ALL LOCAL, STATE AND
FEDERAL REGULATIONS.
2. TI-IE CONTRACTOR SI-IALL SE REQUIRED, AT ALL TIMEAS, DE~AINNGDTI-IOET' 'Ee:::>
CONSTRUCTION TO PROVIDE WARNING SIGNS, 6ARRfC D v, M "
SAFETY DEVICES (INCLUDING TEMFORARY SAFETY FENCING AROUND TI-IE JOS
SITE) IN ORDER TO FROTECT TtiE FUSLIC SAFETY AND J-IEAL TI-I UNTIL ALL OF
TI-IE WORK tiAS SEEN COMPLETED AND ACCEFTED.
.3. TI-IE CONT ACTOR SI-IALL SE RESFONSISLE FOR LOCATING ALL UTILITIES,
INCLUDING TI-4E FRANCI-IISE UTILITIES, AND UNDERGROUND STRUCTURES
WI-IETtiER OR NOT TI-IEY ARE SI-IOWN ON TI-IE FLANS. TtiE CONT ACTOR SI-IALL
SE RESPONS/SLE FOR ALL DAMAGE TO TI-IESE EXISTING UTILITIES OR
STRUCTURES CAUSED 6Y tilS FORCES AND SI-IALL REFAIR ANY DAMAGE TO
TI-IEM CAUSED DURING TI-IIS WORK, AT NO EXPENSE TO TI-IE OWNER. REPAIR
SI-IALL SE WITI-IIN-K/ND MATERIALS AND MUST 6E APFROVED SY OWNER'S
REF.
4. TI-IE CONTRACTOR IS RESFONSISLE FOR PROTECTION OF ALL EXISTING
FACILITIES IN AND AROUND TtiE FROJECT AREA TO INCLUDE TREES,
PLANT/NGS, SI-IEL TERS, CONCRETE PAVING, SENCI-IES, SIGNS AND OTtiER
FACILITIES. TtiE CONTRACTOR IS RESPONS/SLE FOR REPAIR OF ANY ITEMS
DAMAGED SY tilS FORCES AT NO EXPENSE TO TtiE OWNER. REPAIR SI-IALL
SE WITI-I IN-KIND MATERIALS AND MUST SES APFROVED SY OWNER'S REP.
5. TI-IE CONTRACTOR SI-IALL FROVIDE WARNING SIGNS AND 6ARR/CADES AT
LOCATIONS WI-IERE EXISTING SIDEWALK(S) I-IAVE 6EEN REMOVED OR
DAMAGED.
6. TI-IE CONTRACTOR IS RESPONSISLE FOR FROV/D/NG TOFSOIL FOR
CONSTRUCTION.
1. TI-IE CONTRACTOR IS RESFONS/SLE FOR MAINTAINING POSITIVE DRAINAGE
AROUND AND DIRECTING DRAINME AWAY FROM TI-IE SUILD/NG OR TOWARDS
AREA DRAINS AS INDICATED ON TI-IE CIVIL DRAWINGS.
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MAINTENANCE NOTES
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5TEEt'eO>GING
AT PLANTING eED5,
TYPICAL
NOTE: FIELD VERIFY FINAL LOCATIONS OF
SCREEN HALL, ENTRY FEATURE AND
PLANTING MATERIAL TO ENSURE PROTECTION
OF DESIGNATED EXISTING TREES TO REMAIN.
REFER TO FINAL HALL LAYOUT PLAN AND
TREE REMOVAL PLAN.
CONTRACTOR SI-tALL OBTAIN HRITTEN FINAL
APPROVAL FROM GTE Pt-IONE COMPANY TO
PLANT TREES ALONG DENTON TAP ROAD ON
TOP OF Tt-IEIR EXISTING EASEMENT PRIOR TO
INSTALLATION.
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CD ~~.~TING PLAN
'::.'''<.:.
~~~
1. TJ-IE J-IOA SJ-IALL SE RESFONSI6LE FOR TJ-IE MAINTENANCE OF ALL
LANDSCAFING AT ALL COMMON AREAS.
2. ALL LANDSCAPING SJ-IALL 6E MAINTAINED IN A NEAT AND ORDERLY
MANNER AT ALL TIMES. TJ-IIS SJ-IALL INCLUDE MOWING, EDGING, PRUNING,
fl;8TJLIZING,WATERING, WEEDING, AND OT\4ER SUC\4 ACTIVITIES COMMON TQ
TJ-IE MAINTENANCE OF LANDSCAPING. .
3. LANDSCAPED AREAS 5t-1ALL 6E KEFT FREE OF TRASI-I, LITTER, WEEDS AND
OTt-IER SUCt-I MATERIAL OR FLANTS NOT A FART OF TJ-IE LANDSCAFING. ALL
FLANT MATERIALS SJ-IALL SE MAINTAINED IN A J-IEALTJ-IY AND GROWING
CONDITION AS IS AFPROFRIATE FOR TJ-IE SEASON OF TJ-IE YEAR
4. ALL FLANT MATERIALS St-IALL SE MAINTAINED IN A J-IEAL TJ-IY AND GROWING
CONDITION AS IS AFFROFRIATE FOR TJ-IE SEASON OF TJ-IE YEAR FLANT
MATERIALS Wt-IICJ-I DIE St-IALL 6E REFLACED WITI-t FLANT MATERIAL OF
SIMILAR VARIETY AND SIZE.
EXISTING TREES TO
REMAIN. REFER TO
TREE REMOVAL PLANS_
AND NOTES, TR-OI
'.
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>::~{>
-
PLAN PREPARED 6Y:
T~ICIA AMADO~ WOLIVE~, A5LA
LAND5CAPE A~Cl-IITECT, TX LIC. i222&
~82& 5TUDE6AKE~ D~IVE
MCKINNEY. TEXA5 1&011
4~~.1:34h 1~4 DIRECT
~12.&~2.8861 FAX
r'% {"^" ::=
OWNER:
MIRA MAR
6"''''3 SUNDERLAND DRive
COLLEYVILLE, TEXAS 16lZ>34
811 -32~-11~2
FRELIMINA~Y FLAT
ALEXANDE~ COU~T
BLOCK A, LOTS 1-29
EDWA~ A. C~OW SURVEY, ABSTRACT NO. 3lZ>1
J~W. ANDE~SON SU~vey, ABSTRACT NO. 18
18211 ACRES OF LAND
CITY OF COPPELL, DALLA5 COUNTY, TEXAS
OU/d;
BLOCK A, LOTS 1-29
Landscape Plan
NORTH
City of Coppell, Dallas County,
TRICIA AMADOR WOLlVER, RLA, ASLA
LANDSCAPE ARCHITECf
682S STUDE8AKER DRiVE
MCKINNFf& TEXAS 15011
SUBMITTED: 30 MAY 2007
I NOT FOR CONSTRUCTION I
LP-Ol
PLANTING NOTES
SI-lRU6, FERENNIAL OR
GROUND COVER - REF. FLAN FOR
TYFE AND LOCATION
.~ FIN/51-! "'RADE
/cf;;:c~,~<"v::::',;';:'':::-~;,... 2" COMFOST TOFFED WI 2/1
"'<>'.A./'/"/'V'~A",..../v~/v...",v..., MULC' I LAvE
',:.:-:.:-:-:.:-:.:-:.:-:-:-:.:-:-: M I R
~ .. .. " ,. ,-." ,. , . ~ , , .
, " . ~ . ~ , ... ^ ~ , , , " , . ,
:-:.:.>:-:-:~:.:.:.:-:-:.:, FLANT/NG MEDIA - REF. SPEC.
..::.:-:-: :-:.:<<.:::.:-:-:< SECTION (Z)29S(Z)
I. ALL AREAS SI-lALL 6E IRRIGATED 6Y AN AUTOMATIC UNDERGROUND
IRRIGATION SYSTEM FROv/D/NG 1(Z)(Z)% COVERAGE. IRRIGATION DESIGN 6Y
OTI-lERS.
2. CONTRACTOR IS RESFONSI6LE FOR VERIFYING LOCATIONS OF
UNDERGROUND UTILITIES FRIOR TO CONSTRUCTION.
.3. CONTRACTOR IS RESFONS/6LE FOR ADVISING TI-lE OWNER OF ANY CONDITION
FOUND ON TI-lE SITE WI-lICI-l FROl-l/6/TS INST ALLA TION AS SI-lOWN ON TI-lESE
DRAWINGS.
4. LANDSCAFE AREAS SI-lOULD 6E KEFT FREE OF TRASI-l, LITTER of WEEDS AT
ALL TIMES DURING CONSTRUCTION.
5. CONTRACTOR IS RE5FONS/6LE FOR FINE GRADING, REMOVAL OF
MISCELLANEOUS DE6RIS AND ANY ADDITIONAL FILL REQUIRED TO CREATE
A SMOOTI-l CONDITION FRIOR TO FLANTING IN ALL 6ED AREAS.
~. ALL QUANTITIES ON TI-lIS FLAN ARE FOR INFORMATION ONLY. FLANT SFAC/NG
IS AS INDICATED ON 'FLANT SCI-lEDULE' UNLESS OTI-lERWISE NOTED. IT IS TI-lE
CONTRACTOR'S RESFONS/6/L/TY TO FROVIDE FU~L COVERAGE IN ALL
FLANT/NG AREAS AT SFAC/NG SFEC/FIED IN TI-lE 'FLANT SCI-lEDULE'
REMARKS REGARDLESS OF QUANTITY INDICATED.
1. CONTRACTOR Sl-IALL MEET OR EXCEED ALL MINIMUM SIZES LISTED IN 'FLANT
SCI-lEDULE' INCLUDING CONTAINER SIZE.
8. TREES, SI-lRU6, GROUNDCOVER AND FERENNIAL 6ED LAYOUTS Sl-IALL 6E
STAKED FOR AFFROVAL 6Y OWNER FRIOR TO EXCAvATION. ALIGN AND
EQUALL Y SFACE IN ALL DIRECTIONS ALL Sl-IRU6S, GROUNDCOVER AND
FERENNIALS AS NOTED IN TI-lE DRAWINGS.
9. UNLESS OTI-lERWISE INDICATED, ALL SI-lRU6, FERENNIAL AND GROUNDCOVER
6EDS SI-lALL 6E TOFDRESSED WITI-l A TWO (2") INCl-I COMFOST LAYER
COVERED WITI-l A TWO (2") INCI-l MULCI-l LAYER.
I(Z). FROV/DE ALUMINUM EDGING AS INDICATED ON Tl-IESE DRAWINGS.
11. ALL EXISTING PLANT MATERIAL INCLUDING TREES SI-lALL 6E MAINTAINED IN
A I-lEAL TI-lY GROWING CONDITION AND MUST 6E REFLACED WITl-I FLANT
MATERIAL OF LIKE VARIETY AND SIZE IF DAMAGED, DESTROYED OR
REMOVED OTI-lER TI-lAN AS IND ICA TED ON TI-lE DRAWINGS.
12. F/N/SI-l GRADE OF FLANT/NG 6EDS SI-lALL 6E (.3/1) 6ELOW ADJACENT CURS,
FAVEMENT OR l-IEADER. IN AREAS WI-lERE (2/1) COMFOST AND (2") MULCI-l 15
TO 6E AFFL/ED F/N/SI-l SOIL GRADES SI-lALL 6E (.3 112/1) 6ELOW ADJACENT
CURS, OR FAVEMENT, MULCl-I SURFACE Sl-IALL 6E (1/2/1) 6ELOW.
1.3. CONTRACTOR SI-IALL REMOVE ALL WEEDS WITl-I MINIMAL TWO TREATMENTS OF
l-IERS/C/DE FRIOR TO INST ALLA TION OF F/L TER FA6R/C FOR AGGREGATE
AREAS.
14. REFER TO TI-l/S Sl-IEET FOR FLANT/NG DETAILS of SI-lEET LF-(Z)l FOR FLANT/NG
SCI-lEDULE.
...':::::::-::::;~
TREE - REF. FLANTING FLAN
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1" ASOVE FINISI-I GRADE, REMOVE
1/2 TOF OF SURLAF AND CUT
ALL WIRE STRAPS, EXPOSE FLARE
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EXISTING SUf9GRADE
2" TI-IICK COARSELY Sl-lREDDED I-IARD-
WOOD SARK MULCI-I OVER 2" LAYER
ORt::.:#ANIC COMPOST, TAPER TO FLARE
OF TREE TFalNK (KEEF EXFOSED),
COVER TOF OF TREE STAKING FRAME
(:;\3 GROUNDCOVER/SHRUB - SECTION
\V NTS
FLANTING MEDIA:
&~ NATIVE TOPSOIL WITI-I &~% COMFOST
SI-lRU6 - REF. FLAN FOR TYFE
of SFAC/NG
EXCAVATED NATIVE TOPSOIL
ROOT SALL
SCARIFY TI-IE EOOE OF TI-IE
TREE FLANTING FIT (TYF.)
INSFECTION ruSE - 4" DIA.
CUT I" ASOVE FINISI-I GRADE .
CAF WITI-I4" DIA. DRAIN GRATE
COVER
GROUNDCOVER - REF. FLANS
2" COMFOST TOFFED WI 2/1
MULCI-l LAYER
.3/1~/I X 4" STEEL EDGING
SIDEWALK
4" DIA. SUSSURFACE DRAIN AT LOW
SIDE OF TREE FLANTING IN FARKING
LOT - REF. CiViL DRAIN FLAN .
PROFILE DRAWINGS
F/N/SI-l GRADE AGGREGATE
(;\1 TREE PLANTING AT PLANTER - SECTION
\..J NTS
FLANT/NG MEDIA
EXISTING SOIL
SHRUB & GROUNDCOVER PLANTING - SECT.
NTS
NOTE:
f=OF(M SAUCER WITI-I 2 .INCI-I I-IIGI-I
SERM AROUND TREE.. FOR INITIAL
WATERING AND ESTASLISI-IMENT.
REMOVE TI-IE SERM AFTER I YEAR.
PROFILE DRAWINGS
AS NOTED
f
f
IRRIGATION NOTES
FLANT
LOCA TlON (TYF.)
EXCAVATE TREE FIT
2 XIS DIAMETER OF
ROOT SALL (TYF.)
TREE - REF. FLANTING FLAN
..
LANDSCAFE F~
TI-lE IRRIGATION CONTRACTOR IS 06L/GATED TO REFER TO Tl-IE
LANDSCAFEFLAN FOR LOCATIONS OF l-IEADS RELATIVE TO TI-IE FROFOSED
FLANT/NG FLAN. CONTACT TI-lE OWNER'S REFRESENTAT/VE FOR
CLARIFICA TION.
2. INS TALL LINES AND l-IEADS IN LANDSCAFE AREAS NO CLOSER TI-IAN TI-lREE
INCI-lES TO CURS OR FAVEMENT.
1.
CRotLN OF. ROOT SALL TO SE
I" ASOVE FINISI-I GRADE, REMOVE
1/2 TOF OF SURLAF AND CUT
ALL WIRE STRAPS, EXPOSE FLARE
112 SFAC/NG
-e
e
AS NOTED
2" COMPOST TOPPED WI 2" MULCI-I
LAYER SY .3 FT. DIA. AT TREES IN
L.AtLN AREAS
.3. LA YOUT
LAYOUT SI-IRU6 SFRAY NOZZLES TO FROV/DE 1(Z)(Z)% COVERAGE (I-lEAD TO
I-IEAD) IN TI-lE SI-lRU6, GROUNDCOVER AND FERENNIAL AREAS WITI-IOUT
OVERSFRAY ONTO FAVEMENTS. AVOID CONFLICTS W/TI-l FROFOSED FLANT
MATERIAL, FAV/NG, STRUCTURES AND UTILITY LINES.
4. FROV/DE A ZONED SYSTEM WITI-l TREES, SI-lRU6S AND LAWN ON SEFARATE
VALVES. FOR SI-lRU6S WITl-IlN FLANTER 6EDS. INSTALL RAIN AND FREEZE
SENSORS AT Tl-IE CONTROLLER LOCATION, IF NOT FREVIOUSL Y EXISTING.
COORDINATE LOCATION OF SENSORS W/TI-l OWNER'S REFRESENTAT/VE. TI-IE
LAWN AREA Sl-IALL 6E WATERED WITI-l SFRA Y OR ROT ARY l-IEADS.
5. FROV/DE QUICK COUFLERS AT I(Z)(Z)' ON CENTER ALONG MAINL INE W/TI-l A
6ALL VALVE FROCEED/NG TI-IE QUICK COUFLER FOR SI-lUT OFF. LOCATE
QUICK COUFLERS ADJACENT TO FAVEMENT AREAS FOR MAINTENANCE WASI-I
DOWN OF SURFACES.
~. GENERAL NOTES
NO IRRIGATION I-lEAD OR VALVE Sl-IALL 6E WITI-l/N TI-lREE (.3) FEET OF A
WATER UTILITY. NO SFRINKLER l-IEAD OR IRRIGATION LINE SI-lALL 6E
INSTALLED WITI-IIN ONE FOOT SIX INCl-IES (1'-6") FROM SERVICE DRIVE
FA VEMENT. Tl-IE MAIN LINE SI-IALL 6E TI-lREE (.3) FEET 6ACK OF CURS
(EXCEFT FOR MAJOR INTERSECTIONS). OVERSFRAY ON SIDEWALKS WITI-l/N
TI-lE R/GI-lT OF WAY 15 FROl-lI6/TED.
NOTE:
SFACING DIAGRAM REFERS
TO ALL FLANT/NG UNLESS
NOTED OTI-IERW/SE.
(;;\5 TRIANGULAR SPACING - PLAN
~ NTS
........... TREE WELL AT EOOE
~ FINISI-I GRADE
II TILL SOIL TO 12" DEFTI-I
WITI-IIN I~ RADIUS OF TREE
FAVING
EDGE/CURS
SCARIFY TI-IE EOOE OF TI-IE
TREE FLANTING FIT (TYF)
FLANTING MEDIA - COMFACTED
IN ~" LIFTS
INSPECTION ruSE - 4" DIA., CUT
I" ASOVE FINISI-I GRADE. CAF
WITI-I 4" DIA. DRAIN GRATE COVER
4" DIA. SUSSURFACE DRAIN AT LOW
SIDE OF TREE FLANTING IN FARKING
LOT - REF. CIVIL DRAIN FLAN .
BLOCK A, LOTS 1-29
Landscape Notes and Details
City of Coppell, Dallas County, Texas
TRICIA AMADOR WOLlVER, RLA, ASLA
LANDSCAPE ARCHITECf
6825 STUDEBAKER DRIVE
MCKINNEY" TEXAS 15011
TYPICAL TREE PLANTING AT LAWN -SECTION
NTS
SUBMITTED: 30 MAY 2007
I NOT FOR CONSTRUCTION I LP-02