AP 052214LOT 8, BLOCK F
16 _
COMMON AREA N 89 017'40" E
88.13' 15
88 018'44" E S 86039'17" E COPPERSTONE ADDITION
171.02' 99.95' COTTONWOOD
.z FIRELANE TO BE ABANDONED
_ CREEK S 83 °5636° E 14 VOLUME 96M R D CAGE 0087 013,
S 89 °41'34" E S 82 °02'5 99.98' BY THIS AMENDING PLAT
- -- -- - 100.34' -
- S 112E 13 // / ZONED" F -12rr
- - SS UTILITY EASEMENT TO BE ABANDONED
30' SANITARY SEWER EASEMENT \ 0
rNo - VOLUME 75142, PAGE 1372 X79 �i. / / 12 11 10 BY THIS AMENDING PLAT
D.R.D.C.T \ \ �0, SRF /
CHANNEL EASEMENT NO. 2 �% / BLOCK E
TO THE CITY OF COPPELL
DELTA = 123 °40'39"
RADIUS - 49.00' \ 7�
VOLUME 89124, PAGE 4272 ARC - 1os.n' \ ?s , 20'SANITARYSEWER
T
C D.R.D.C. CHORD = 86.40' EASEMENT 112"
C BN 61 °50'19 "E \ \\ `` VOLUME 96073, PAGE B% - /. / SRF 112" SRF
M.R.D.C.T. if
0
DELTA = 16 °30'49"
LOT 8, BLOCK F 9 A %� RADIUS = 862.50'
I s COMMON AREA /
���`� ¢ 0,9� \ \ \ / / 13� N 86 °55'15" E CHORD 247.73'
Z so 30 I I ?� `� \` \SS \ s / / N 89 °43'30" E N 89 03445" E 24.60
Z R" 1� I ° \ \9 ?�0 \\�\ 67° 1 100.46' ° rr CHD.BRG. = S 50 010'55" E i DELTA ('7 • 'C N ry I N
RADIUS= = 25 00039 \ \ \�c \ 8�� \ r Q7 98.18 1t _ A _
91 /
�' ` O - I M N 84 3011 E -
O o 10,G G I ARC = 53.96' N 9 \ \ \ %3 %i °2520 E 101.04' -
"> P I CHORD = 44.08' - ?fig, �` 78 :J
S.P P�S'CR i I CB = 116, °5 '0,9'W `\ \ `\ \ \ \� " 1 N 104.42' X187-72 27 E _� - - - - - -�
��
I i ` 98.48' -- �- -- DRAINAGE CHANNEL
q 200 EASEMENT
VOLUME 89124, PAGE 4278
W Ig : ?,p °)� \ S RADIUS= 75.0°'123" D.R.D.C.T `
N90 °00'00 "E 01 $ \ S DELTA = 34 °07'27" - -
z4.00' o) _ I o \ \ \9a3pss RADIUS = 338.00' STORM DRAIN EASEMENT ARC = 126.50
„ , - 1 I I o \90' F ARC - z01.3r VOLUME 89124, PAGE 4258 CHORD= s'as 18'12^ E r
DELTA = 77 °53'02" w DELTA = 69 °32'04" ° o \ \ CHORD = 198.34'
Scale. 1 = ..100 RADIUS= 25.50' o- z m ^ \ \ CB = S79 °3440 °E D.R.D.C.T \ SLOPE &CONSTRUCTION POINT OF
p "-I I $ RADIUS = 25.50' I I DELTA - 114 °41'23^ /\ - APPROXIMATE LOCATION N62° \
ARC 34.66' $ o o N ARG = 30.95' I / OF EXISTING 100 YEAR `70. 11 SANITARY SEWER I EASEMENT BEGINNING
CHORD= 32.06' Io? RADIUS- 25.50' / � 9 Ss\
518" o 01 CHORD = 29.08' ( I / FLOODPLAIN. S'S4• 1?' \ ` \ - �- EASEMENT I \ \I \
SRF CB = N 38 °56'31 "E ° o° CB = S 34 °46'02" E ARC - 28.79' \ 206_.61_ f i /,,,
z I m , I I CHORD = 27,29' N 83 °21'37" E _ - \VOLUME 89124, D.RD.0 TE 4252 \ \ \ /1 SR6 \
(CM) 347.72' ¢ CB S 32 °20'42" E - - _ }I - _o-- _ -- n A ,- FIRE
\ \ /
IRE LANE / DELTA - 3a °orzt'
- cvt -7. w \
S 86'2702 "E ° _ RADIUS = 362.00' - - _ _-o- -- -' g 83 °213 \' n
- _ \ 20'UTILITY EASEMENT y \
N86 °15'09 "W -O� 1.57 L4 _ ARC = 215.60' DELTA = 38 °44'54" `� VOLUME 79074, PAGE 0075 -
N 732.78 \ -'°' _ - - - CHORD = 212.43'
N8- 8°2Tp`2 "W 580.82' CB = N79 °3a'40 "W RADIUS _ 110.00' DELTA = 96 °3823" , \ \ . D.R.D.C.T
-"+ 1176.29' "- -- - - _. - ARC - 74.39 RADIUS = 50.50 I I \ Qt
t /2"
L41 S86- ZT02 "E'-- -.�- N86°2T02 "W - - CHORD= 72.98' ARC = 85.78' "� �i° ° \
DR. MELVIN GROSS I - _ $ SRS
¢/ _ - N69 °22'04 "W CHORD = 75.43' v
S � p DELTA = 86 °40'28" 1 M --- "_- -�-- -- -_ 260.40 - _ 24 r ^ - -- .-.._ � _ ,_ _ CB - I
VOLUME 82030, PAGE 926 I RADIUS = 25.50' I DELTA = 93 °19'32" -' -S 86 2702" E �- -- .576.80'- '- '-' FIRE LANE -- -- - - 08 = N 48 °19'12" W R I S,A, dt .G V / 30�• \
D.R.D.C.T. �al I ARC = 38.58' RADIUS = 25.50' 306.64'. OLV i°-- - _ - _ _ - \ k .R.R. SURVEY ABST.
ORD = 35.00' I ARC = 41.54' N �_ \ _ S 86 °2702 "E -- - - - _ _ 55. _ GEORGE .JACK $URYE'1' 9ST. -8-.9T-
CH
8 s
I I /
- N 43 °0648" W CHORD = 37.09' 6 2702 W q/ 297.49' - \
cB - 2ss.4s' Ns�9 \8240 15' UTILITY o� I _
0 I I CB = S 46 °53'12" W \ EASEMENT o I DELTA = 93 °32'58" \ �'I' I 15 DRAINAGE AND UTILITY
I z °, 49, W I DELTA - 22019'45"
\F I W RADIUS = 15.00' \ 6y DELTA = 76 °0928" $ _J I EASEMENT \ _
LOT 9 I o ( O ( I o - ARC = 24.49' \ I i ° DELTA = 7225' `{" RADIUS = 3 ' _
p v n a \ W I o m CHORD = 21.86' S 7y
RADIUS= 15.50' c I o � VOLUME 92053, PAGE 2834 30, 00
\ ARC = 20.60' o RADIUS = 15.50' I M.R.D.C.T. ' V2 ".
YY _ I \ I - r
2 U a .1 I� \ S ° m CB S46 °x6'29" W °9° o ° ARC
p
- s , ? ° I I o - s I I o ARC = 19.59' I SRS C - 128.61 9
of N86 °2702 "W ~`Sd° °'s, 3A -o°o ° DELTA - 38 °44'54" `rI \ ° CHORD= 19.12' Z m 1 nn1
I� w- 410.33' 'soon" \off °�' $ I I m RADIUS = 58.00' �� \ \„'�j CB N38 °04'44'E ( I CHORD = 18.32' 1 t><V V' CHORD. = 127.79'
iu I \ \ ARC 6 CB = S 36 °72 7" E A ♦ /
C5 I p m I CHORD = 57.06' \ C S89 °59'37 "E Iq `• 4004359" r
APPROXIMATE LOCATION I ( 15' UTILITY EASEMENT \\ �� ca = S 69 *22'04° E o�>> \`3 N� 5 / CHD. BRG. = S W
\o--. o r: SRS ° ✓ 5' TU.ELECTRIC
c OF EXISTING 100 YEAR I I $ \4113 \ �clz °� I ��
EASEMENT
COTTONWOOD ESTATES I FLOODPLAIN I Z S� �'�i ° °9, - - - _ I
1:0
/ �.� 10
VOLUME 78225, PAGE 23 I L36 ( L37 24' /? �, , o\ � S 89 *5 °5937" E 113.84
UTILITY EASEMENT o \A \ EXISTING FIRE LANE TO \ I /
I �\ �y BE ABANDONED DELTA - 19026'38"
I DELTA = 27 °22'30" \ I
Las 24' FIRE LANE ` RADIUS = 110.60' RADIUS = � 0.00'
\ ARC 52.84' I\ moo. I
W I e 15'UTILlTY EASEME --___
W _ g. CHORD _ 52.34' I ARC = 132,35
J� ` CB = 662 °57''04 "E %~'O' / CHORD = 1,
+\ w "
V�DELTA = 34 °59'58" DELTA = 34 °59'58" 35'DRAINAGE& 112„ I / 1.72
i., ", DIUS = RADIUS = 46.00' UTILITY ASEMENT / = o r n
N N �/ v RA sa oa _ SRS CHD.BRG.
W a I I I �+ s nn� ARC = 57.42. CRC _ 26.1°' I' 42 1031
I o I (Y ° PVC 6J m APPROXIMATE LOCATION o /
O� 0 • y I m 13 �O • / m m CHORD _ S 72629'38" E DELTA = 83 °22'16" _ 12
N ; w CHORD = 56.53' v
2 , A' CII - S 72 °29'38" E f°
` �� U- 1 w I LL ° /Y- V v . ('..( o IN OF EXISTING 100 YEAR RADIUS = 30.00' 8I I 13 /
I� ✓ v ` S °59'37 "E °o ( ° o° o o ` FLOODPLAIN ARC = 43.65' °o
�G FtP SEE DETAIL 2 33.67' _ o c CS RD = S48618'29 "E Z I / / 5
M P�5 I gl Ig ° OHO P�S� ON SHEET 2 N89 °59'37 'W ��
730.47' /
DELTA = 80 °31'56" ZI IN
i
I RADIUS = 15.00, ' 1.31 � � S 89 °59'37" /
., 665.42_
/ 14
ARC - 21.08' I w
15' UTILITY EASEMENT 20' UTILITY EASEMENT -� I 6
CHORD - 79.39 rn N 89 °5937" W
CB = S 40 °15'35" E I a �n ., 215.00' N 89 °59'37" W 144.67 9 P
I 1 /a',� J N89 °5937 "W -- _� - - - - -- GJ�/
�f,7 - - _ - - -
372.35'
Z
/ 24' FIRE LANE 1.56
?� 1.33 I I LOT BLOCK 1 / / 7
N89 °59'37" W �� S89 °59'37^E - - - - - 351.80'
- E I 1.34 / .358.83'
- _ '26.55' COPPELL HIGI ;SCHOOL ADDITION I DELTA = 34 °5958' '
?. U'
- .�.� I RADIUS = 70.00' ry �I
ARC = 42.76' DELTA 34 °59'58" 1 _ 4 "' UI I 15
N80 °3133 "1.y - - L32 CHORD = 42.10' " RADIUS .= 70.00' (. NI DELTA
63 °478 ACRES 44 CS = S 72 °2938 E ARC 42.76' I RADIUS =
/ 30.00' I I 10' TU ELECTRIC
w CHORD = 42 _ C
G 70 _
ASEMENT
= S 72 °2938" E CHORD = 39.90'
2,�n5,079squarefeet Laz CB ' ARC 43.65
A�P��ry DELTA - 89°75'07" pm / / 20'LITILITY CS S48 °,829'E I
RADUS=:15.00F, 20'UTILITY EASEMENT "� I
`/ - - --
I o _. / ( EASEMENT
98` n 1 -
` ch 8
O CHORD 2285'
L I I
1
a O
k" J CB = N 49 °50'57" E 39"p 16 -
N -
p
W g / °o -) o S 00-00'23 1
�� 0 60.42'
to
DELTA 180 °00'00" P' 1 ZONED "SF -9" ( 9
__1 RADIUS = 25.04' ( ( I 17
.- ARC = 78.67 S89 °5937 'E 102.32' _Io ro
CHORD = 50.08' L46 A N 8959'37'W 702 -.3-2-}68' 1J ( I
g CS = N 00 °00'23" E /
SEE DETAIL 1 to ° N89 °5937" W ON SHEET 2 / o S00 °00'23" W -°- - - - - - - - 20'DRAINAGE
o DELTA = 90 °00'00• 89 °5937 "E
132.43'
L5 $ RADIUS = 25 00' 0.00' 286.79' I ( _ EASEMENT -
CHORD = 35.36' S 89 °5937" E // / S-8 9 °5937'E 132.43' S I ( I 117
46.67'
N 90 °00'00' E CB = N 45 °00'00" W L29 1 S 00 °00'23" W �� ( I 18 U BLOCK B
ZONED "SF -12" / 8.49'l N89 °5937 "W
S 89 °59'37" E 39.71' J S 00 °00'23" W ` 10.08` J0 I I .BLOCK A
S 90 °00'00" E 160.00' - DELTA = 780 °00'00" \ N 89 °59'37" W 132.43' 6 I Q
CV 73 - 466.27_ N89 °59' W 10.00' RADIUS = 4904' `o--- - - - - - -
N0o °00.00 "E L3 15'UTILITYEASEMENT -�- 4687 ARC = 154.06'
- - - - - \ 24 'FIRE LANE I I Y o
-b CHORD = S 00* _ _ _ = 11
W 83.59' � \ � � N 90 °00'00" W 70.00 474.76' �CV9 m m \ �- S 89 °59'37" E 132.85' p
N 00 °00'23" E �¢-- '' CB = S 00 °00'23" W
('7 / S00 °00'00 "1,y U 1.1 1.53 I 19
/ CV12 S00 °00'00 "W /
N 17.26' ¢ 74.81' N89 °50.00, �/ / �� CV \ DELTA = 89 °1433" 1 (Yl y
O Z - CV15 N00 °00'00 "E 760.00' 0�2A `'S� L55 RADIUS= 2000' I I v
l \ ELTA - 44 °59'47"
/ CV11 17.26' DELTA = 89 °5933" 89.5937 E S\ \ DIUS = 75.00' ARC = 31.15'
O z l RADIUS - 75.00' sy\ N 44 °5937" W A 58.90' CHORD = 28.70' I I 11 <
O ARC = 117.80' "', 118'96 CHORD = 57.40' CS = S45 °2220"E ry�
- O CV16 I CHORD = 106.06' I \ \� CS - N 22 °29'32" W I Cal I 12
Z m cv10 CS = S 45 °00'70" W - \ ti 20
` N 45 °00'00" E
\ o
u 1 I I I I I 5' T EASEMENT
69.00' (� S 45 °00'00" W o' ( o ( °1111\ o ELECTRIC
t�m 69.00' cti m �,
I I'° EXISTING FIRE LANE TO
/ ( I° BE ABANDONED c� ` m i ( I - - - - -
KINGSRIDGE DRIVE
i a N 00 "00'00" E � � ?0' N�
� I I 949.63' 2 'PEDESTRIAN ACCESS
COMMON AREA
' N 00 °45'04" W (59' RIGHT -OF -WAY)
971.23'
DELTA. - 92 °2054" 's P
V 20' UTILITY � S 00 °00'00" W RADIUS - 25.00' DELTA = 86 °12'13" N I I ' I g
30�{ / 1 a I
EASEMENT 128.9. w \ Iw ARC = 4029' RADIUS - 15.37 $ I wl I ' o I ( ( 21 I HUNTINGTON RIDGE
°o CHORD = 36.07 ARC = 23.13' o w N 1
Io ce =Nos °1027 "w CHORD = 21.01 N, ABANDONED NI IN I VOLUME 93093, PAGE 1513
$ 11216 CB = S44 °44'79" W - o 10' UTILITY ( I N S 47 °20'54" E N 87 °39'06' E N 0070.003" E SEMENT W W M.R.D.C.T.
51.53' 272.17' Zz -\ I {�Z I O
N 47 °20'54" W -m+ S 87-39'06" W .293.74' -, . S 89 °59'3 ' E 185.00' W ..mot I \ I I I I= 1 2
64.32' '' . i. ;r W I W I 22 °
^? 1 d' 1 m 22
0 ..
N87 °39'06 "E 20
L24
1.24 DELTA 92 °20'54" \
ABANDONED 18 /
- - 1- - 0'T U - - ELECTRIC
RADIUS 49.00 cv j EASEMENT
CHORD 70.70' 15' UTILITY EASEMENT ARC 78.96' '
ppp
CB = S 46 °10'27" E $ 23
S 45 °
DELTA
246.82E v °ors / RADIUS - 18500I I 10 9
'n I I Iv _ 77* 13'13'E ARC 765.48'
N 77 13'13 E - I
F
DELTA - 60 °53'08" I
• :• � o AD S - 700.00' 10.00' CHORD = 160.02'
$� o• ARC = 106.27 CB S24 °5228 "W
F 15' UTILITY EASEMENT z I I z / CH�RD = 101.34' ( ll l
LOT 10 15' UTILITY EASEMENT Z / CB = N 30 °26'71' W
` ` (/ (h
ALLEY RIGHT-OF -WAY I'yb, / I �V I 24
5'T.U. ELECTRIC EASE Mtrill DeDlcanoN 15' DRAINAGE EASEMENT CLOVER MEADOW
SEE DETAIL ON SHEET 2 2,051 SQUARE FEET 24' FIRE LANE \, a VOLUME 92053 PAGE 2834
(SEE \ VOLUME 92053, FACE 2834 - J 2 rn M.R.D.C.T. LANE
NE
M.R.D.0 T. Soo° 3 1 W I / �„y / w (50' RIGHT-OF-WAY)
N 90° 00' 00" E -�� y- , DELTA - 25 °41'15" m 10' UTILITY EASEMENT S 50 °30'00" W
3825 RADIUS = 185.00' VOLUME 92053 PAGE 2834 DELTA = 42 °56'03" f ( w
31.66'
ARC = 8294' M.R.D.O.L RADIUS= 30500' / / Q
ARC _ 228.55
CHORD = 82.25' w
_ _ CHORD = 223 24'
CB = N 73 °43'22" W 179.72'
1 VOL M UTILITY EASEMENT CB - S 71 °58'02" W /
o r rr Lf t 1 VOLUME 92053 PAGE 2834 > U
5/8" -- BUILDING LINE N OO O6 3O E �\ M.R.D.C.T. / / I ,� I I I w Qa L' 25
SRF -- _�- I \ `�� \�9 \Y \ �°I / / j' N 50 °30'00" E Q I g N o
GM \ R�1\�\�\ -�\-� ,7r 15.73'
- oo J N68 °73'10'E
�q� /
N86 °34'00 "yy ����L~ � 1 �� r-�RS 3°'BUILD/NGLINE CV20 -_ - � 235.84' / - 6 1 29 30 31
31 66' m g 2 7 28
o N 86_34'00" W _- 796.26' �'/ / S 61 °22'52" W m l 0 I I I j
112" 419.77 R -_-__ ° _ _ -
J g _ 772.65'
- SRF 20'ALLEY SRS 20'UTILIrY EASEMENT m C13 'O ^ Cam-- -�_`v, -- , - - -% , �" T.P. &L. EASEMENT
0 VOLUME 4295 PAGE 500 I
20' ILDING LI E
- - - - - - - - - - - - - - - - U S86 °34'00 "E' -- - _ ---_!_ �- i � GJ3 D.R.D.O.T. I -
WILLOW LANE 1 35 3 SRS _ _ N V- 6 °'3_ 4'OO" 1a7 1.12 ,ry 196.26' S 68 °13'10' W
YV -�- - 10'UTILITY EASEMENT
AS SHOWN LE PLAT OF --�__ 204.88' - VOLUME 92053 PAGE 2834
SUMMER PLACE AD N 31 30 _ °'" WILLOW LANE 394.90' COPPELLINDEPENDENTSCHOOLDISTR ICT
SHADYDALE ACRES ----__ � M.R.D.QT.
VOLUME 41, PAGE 71
40 VOLUME 86116, PAGE 923 32 29 BLtJCiI\ A (30'RIGHT- OF -wAy) _ 971 444.80' DEDICATED FOR RIGHT -OF -WAY
1 39 38 37 1 36 M.R.D.C.r. PT. TRACT 4
41 I I 33 SJLAD D LE ACRES _ __ _ 112"
VICINITY MAP
NOT TO SCALE
LINE DATA TABLE
LINE NO.
PARKWAY BLVD.
DISTANCE
LINE NO.
BEARING
DISTANCE
SITE
BEARING
DISTANCE
LINE NO.
BEARING
DISTANCE
o
N 90 °00'00" E _
41.78'
1.31
z
�
19.41'
1.61
N 84 °41'41" W
20.54'
1.91
S 07 °31'48' W
a
EL
N 00'00'00"E
24.00'
L32
a
29.38'
EL
N 82 °18'33" W
18.96'
L92
S 04 °04'21" W
26.66'
L3
S 90 °00'00" w
WiLLOVk
o
N 00 °02'16" W
15.00•
L63
N 84 °01'50" W
67.12'
z
S 03 °12'09" W
19.47'
W
oc U1
m
N 00 °00'00" E
25.00'
1.34
N 89 °57'44"E
29.45'
L 44
N 00 °14'51" W
27.72'
1.9 4
S 03 °50'58" E
15.17
L5
N 90 °00'00" W
24.00'
L35
N 44 °52'05` W
45.37'
L65
N 00 °22 '38" W
22.37'
L94
S 42 °26'05" E
9C
1.6
S 00100100"W
52.08'
1.36
N 45 °0755" E
15.00'
!66
N 18'2522"W
28.97'
L96
SANDY LAKE ROAD E.
11.30'
1.7
SANDY LAKE ROAD
VICINITY MAP
NOT TO SCALE
LINE DATA TABLE
LINE NO.
BEARING
DISTANCE
LINE NO.
BEARING
DISTANCE
LINE NO.
BEARING
DISTANCE
LINE NO.
BEARING
DISTANCE
1.1
N 90 °00'00" E _
41.78'
1.31
N 89 °5937" E
19.41'
1.61
N 84 °41'41" W
20.54'
1.91
S 07 °31'48' W
37.38'
L2
N 00'00'00"E
24.00'
L32
S8 ' '44" W
29.38'
L62
N 82 °18'33" W
18.96'
L92
S 04 °04'21" W
26.66'
L3
S 90 °00'00" w
25.00'
133
N 00 °02'16" W
15.00•
L63
N 84 °01'50" W
67.12'
L93
S 03 °12'09" W
19.47'
L4
N 00 °00'00" E
25.00'
1.34
N 89 °57'44"E
29.45'
L 44
N 00 °14'51" W
27.72'
1.9 4
S 03 °50'58" E
15.17
L5
N 90 °00'00" W
24.00'
L35
N 44 °52'05` W
45.37'
L65
N 00 °22 '38" W
22.37'
L94
S 42 °26'05" E
8.04'
1.6
S 00100100"W
52.08'
1.36
N 45 °0755" E
15.00'
!66
N 18'2522"W
28.97'
L96
S 61 °4336" E
11.30'
1.7
S 44 °5937" E
7.07'
L37
S 44 °52'05" E
45.21'
L67
N 26 143153" W
19.11'
L97
S 84 °5354" E
22.35'
L8
S 45 °00'23" W
5.00'
L38
N 89 °5924 "E
34.49'
1.68
N 17 °25'32" W
24.68'
L98
S 77 °49'03" E
31.98'
1.9
S 44 °5937" E
10.00'
1.39
S 00 °00'36" E
15.00'
1.69
N 06 °19'53" W
24.29'
L99
S 53 °51'03" E -
26.37'
L10
N 4F00'23" E
5.00'
L40
N 89 °59'24" W
19.49'
L70
N 00 °23'11" E
31.56'
L100
S 52 °04'00" E
22.50'
L11
S 44 °5937" E
11.21'
L41
S 00 °00'00" E
16.43'
1.71
N 00 °16'35" W
34.58'
L101
S 36 °53'25" E
23.62'
L12
S 86 °34'00" E
78.20'
L42
S 89 °59'37" E
4.59'
L72
N 14 °25'53" W
26.40'
L 102
S 01 °26'00" E
15.88'
L13
N 86 °34'00" W
46.70'
L43
N 00 °00'23" E
1.50'
L73
S 57 °13'46" E
22.55'
1.103
N 88 °34'00" E
15.00'
L14
N 00 °00'23" E
58.85'
L44
S 89 °5937" E
10.00'
L74
S 84 °41'41" E
18.48'
L 104
N Ot °26'00" W
11.09'
1.15
S 44 °5937" E
65.93'
1.45
S 00 °00'23 "W
1.50' -
1.75
S 82'18'33"E
19.04'
L105
N 36 °5325" W
16.83'
L16
S 00 °00'00" E
15.03'
L46
S 00 °00'23" W
10.00'
L 66
S 84 °01'50" E
66.13'
L 106
N 52 °04'00" W
20.26'
L 17
N 00 °0023" E
43.19'
1.47
S 00 °00'23" W
20.00'
1.77
S 89 °51'41" E
151.95'
L 107
N 53 °51'03" W
22.95'
L18
N 44'5937"W
96.25'
L48
N 89 °5937" W
_00-00'23"W
20.00'
L78
S 00 °1451" E
42.60'
1.108
N 77 °49'03" W
27.87
1.19
N 00-00'23"E
61.25'
1.49
S
16.44'
1.79
S 00 °2238" E
19.97'
L 109
N 84 °5354" W
24.49'
1.20
S 89 °59'37" E
20.79'
L50
N 89 °5937" W
10.00'
L80
S 26 °4353" E
19.24'
N 61 °4336" W
16.92'
L21
N 00 °00'23" E
10.00'
L51
N 00 °0023" E
16.44'
L81
S 17 °2532" E
27.36'
_1_110
1_111
N 43 °26'05" E
15.84'
1.22
N 89 °59'37" W _
20.79'
1.52
S 00 °0023" W
55.74'
1.82
S 06 °19'53" E
26.62'
L112
N 03 °50'58" W
21.34'
L23
N 00 °00'23' E
23.54'
L53
N 89 °5937 E
10.00'
L83
S 00 °23'11" W
32.36'
L 113
N 03 °12'09" E
20.51'
L24
N 87039'06"E
24.14'
L54
S 00 °0023 E
10.00'
L84
S 00 016'35" E
32.63'
1.114
N 04 °04'21" E
27.23'
L25
N 02 °20'45" W
34.24'
L55
S 89 °5937' W
10.00'
L85
S 14 °25'53" E
26.90'
L115
N 07 °31'48" E
38.00'
L26
N 87 °39'15" E
15.00'
L56
S 89-14'56" W
5.00'
L86
S 20 °48'40" W
35.00'
N 08 °4642" E
32.76'
L27
S 02 °20'45" E
34.24'
L57
S 86 °1723' E'
155.37'
L87
S 13 °27'21" W
52.02'
_1_116
L117
N 09 °22'14" E
39.81'
L28
N 00 °00'23" E
38.21'
L58
N 00 °0000 €
30.46'
L88
S 14 °04'54" W
18.43'
L118
N 14 °04'54" E
18.97'
1.29
N89 °5937 "W
20.00'
1.59
N57 °13'46 "W
33.57
1.89
S09 °22'14 ' W
39.12'
L119
N13 °2721 "E
52.90'
1.30
N 03 °32'58" E
24.00'
L60
N 81 °41'26" W
37.62'
1.90
S 08 °46'42" W
32.51'
L120
N 20 °48'40" E
33.68'
BLOCK A �• VOLUME 42, PAGE 95 - SRS OWNER:
' 5 °'R. - - M.R.D.C.T. 13
L! BLOCK C LEISURE LANE GLEN HINCKLEY
BLOCK B 14 VOLUME PAGE 17
22
42 (50'RIGHT -OF -WAY) 50'2. 28 � Q Q D.R.D. C.T. COPPELL INDEPENDENT
I F ALLEY 10
/
9 1
CURVE DATA TABLE
CURVE NO
DELTA
RADIUS
ARC
CHORD
1 11
12
13 14
15
ARC
CHORD
BLOCK B
CV1
73°10'58"
25.50'
32.57
30.40'
CURVE DATA TABLE
CURVE NO
DELTA
RADIUS
ARC
CHORD
CHID. ERG.
CURVE NO.
DELTA
RADIUS
ARC
CHORD
CHD. BRG.
CV1
73°10'58"
25.50'
32.57
30.40'
N36 °3529 "E
CV18
27 °01'33"
75.00'
35.38'
35.05'
S31 °28'53 "E
CV2
33 °30'44"
213.77'
125.03'
123.26'
S 68 °45'11"E
CV19
09 °17'38"
215.00'
34.87
34.84'
S 49 °38'23" W
CV3
i °40'16"
86.60'
38.80'
38.48'
N 62-0322- W
CV20
82 °39'57"
20.00'
28.86'
26.42'
S 12 °57'14" E
CV4
: °2702"
15.00'
22.63',
20.55'
S 43 13'31" E
CV21
08°5727"
215.00'
33.61'
33.58'
S 23 °54'01" W
CV5
OS' 43'20"
1000.00'
117.32'
117.26'
S 03 °15'41' E
CV22
135 °00'06"
:.:10.00'
23.56'
18.48'
S 67-3026" W
CV6
r ' ,.
.) 0000
°20.00 ,_
, 37.ti2 .
28.28
o „
S45 0023 W
CV23
'
44 °5947"
45.00'
35.34'
34:44'
N22 294' "' >,,
CV7. -
1
I 90 °00100"
20.00'
31.42'
28.28'
S 44 °5937" E
CV24
89 °5933"
45.00'
70.68'
63.64'
N 45 °00'10" E
CV8
'.9,00,00"
20.00'
31.42'
28.28'
S 45 °00'23" W
CV25
45 °00'00"
30.00'
23.56'
22.96'
S 67 °2937" E
CV9
5 °00'00"
30.00'
23.56'
22.96'
N 67 °2937" W
CV26
44 °59'47"
.
450
35.34 '
4 .44
S 22 °29'28" E
V10
°10'58"
25.00'
9.24'
9.19'
N 10 °3529" E
'
6 0
500'
2C 6'
5
°30'09" E
CV11
21 °10'58"
49.00'
18.12'
18.01'
N 10 °35'29" E
CV28
79 740'27"
20.00'
27.81'
25.62'
N 68 °44'24" E
CV12
00 °00'00"
25.00'
39.27'
35.36'
N45 °00'00 "E
CV29
15 °08'37"
215.00'
56.83'
56.66'
S78 °5941 "E
CV13
9'21'04"
25.0 '
17.17'
16.83'
S 19 °40'32" W
CV30
42 °56'03"
335.00'
251.03'
245.20'
N 71 °58'02" E
°°2101''5048"
32.9
4295..00000'
33.65'
33.00'
S 19 °40'32" W
CV31
51 °15'04"
215.00'
192.32'
185.97'
N 24 °52'28" E
CCVVi14 S
"
1
9.24'
S 10 °3529" W
06 045'47"
520.41
61.43'
1.39'
N 07 °20'17" E
CV16
49.00'
18.12'
01'
S 10 °3529" W
CV33
33 °4929"
20.00'
.
.
°3538" W
CV17 !
74 °09'29"
15.00'
19.47
18.13'
S55 10929 "E
CV34
39 °33'10"
189.77
131.00'
128.42'
S71 °39'17 "E
4 -B Y2 I w SCHOOL DIS I RIOT
12 L w SHADYDALE ACRES 1445 N. PERRY ROAD
Q
16ALLEY SHADYDALE ACRES O ` I SHADYDALE ACRES 0 0 VOLUME 42, PAGE 95 CARROLLTON, TEXAS 75006 972 466 -610C
VOLUME 82124, PAGE 2636 VOLUME 99101, PAGE 0001
M.R.D.C.T. M.R.D.C.T I I D m M.R.D.C.T.
27 15 Q
44 1 26 I I 11
FILED IN VOLUME
AMENDING PLAT
LOT 1R, BLOCK 1
COPPELL HIGH SCHOOL ADDITION
AN ADDITION TO THE CITY OF COPPELL
DALLAS COUNTY, TEXAS
SITUATED IN THE GEORGE W" JACK SURVEY
ABSTRACT NO. 694, AND THE S.A. & M.G. R.R.
SURVEY ABSTRACT NO. 1430
IN THE CITY OF COPPELL, DALLAS COUNTY, TEXAS
JUNE 2014 SCALE 1 '1= 100' REC'__ZVEED
UN 1a F �
hl N 2 7 - St?
?2,�aN 1Is "Gd..EN" %PaP$ im
SURVEYOR:
ENGINEER:
PRISM SURVEYS, INC.
GLENN ENGINEERING REG. NO. 101325.00
INC. COMMERCIAL, RESIDENTIAL,
105 DECKER COURT SUITE 910 BOUNDARY, TOPOGRAPHIC,
IRVING, TEXAS 75062 (972) 717 -5151 TITLE & CONSTRUCTION SURVEYS
TBPE F -303 1361 W. EULESS BOULEVARD, #112
EULESS, TEXAS 76040
(817) 540 -8048
- - - -- AT PAGE - - - - - -- PAGE 1 OF 2
STATE OF TEXAS
Juanita Miles, City of Coppell Date
and private utilities for each particular use. The City Flan Commission of the City of Coppell, Texas.
northwest line of High School Access Drive (also known as
COUNTY OF DALLAS
maintenance of paving on the utility access and fire lane
Cowboy Drive, 60 feet wide);
119.30 feet to a point for corner;
WHEREAS, Coppell Independent School District is the owner
113.41 feet to a point for corner;
right of ingress and egress to or from and upon the said
SURVEYOR'S CERTIFICATE
of a 63.478 acre tract of land situated in the S.A. &
100.34 feet to a point for corner;
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
Parkway Boulevard and along said High School Access Drive,
M.G. R. R. Survey Abstract No. 1430 and the George W. Jack
the easements as shown, said easements being hereby Registered Professional Land Surveyor No. 4508
a distance of 78.24 feet to a 112 -inch steel rod set for
STATE OF TEXAS
Survey Abstract No. 694, in the City of Coppell, Dallas
North 89 deg. 17 min. 40 sec. East, a distance of
That, the Coppell Independent School District is the owner
COUNTY OF DALLAS
County, Texas, as shown in deeds recorded in Volume 94066
88.13 feet to a point for corner;
of the herein described property, does hereby adopt this
distance of 330.00 feet, a chord distance of 127.79 feet
at Page 7212 and Volume 89008 at Page 2731 of the Deed
keep removed all or parts of any buildings, fences, trees,
plat designating the herein described property as COPPELL
KNOW ALL MEN BY THESE PRESENTS
Records of Dallas County, Texas. Said 63.478 acre tract
South 82 deg. 02 min. 56 sec. East, a distance of
HIGH SCHOOL ADDITION, an Addition to the City of Coppell,
That 1, Michael Dale Linke, do hereby certify that I have
being more fully described as follows:
112.87 feet to a point for corner;
Dallas County, Texas, and do hereby dedicate to the public
prepared this plat from an actual and accurate survey of
min. 31 sec, West;
North 85 deg. 29 min. 27 sec. East, a distance of
use forever the streets and alleys shown thereon. The
the land, and that the corner monuments shown thereon were
BEGINNING at a 112 -inch steel rod set for corner at the
South 83 deg. 56 min. 36 sec. East, a distance of
easements shown thereon are hereby reserved for public,
placed by me or under by personal supervision in
intersection of the curving southwest right -of -way line of
99.98 feet to a point for corner;
garbage and rubbish collection agencies, and all public
accordance with the platting rules and regulations of the
Parkway Boulevard (an 85 foot wide right -of -way) with the
Juanita Miles, City of Coppell Date
and private utilities for each particular use. The City Flan Commission of the City of Coppell, Texas.
northwest line of High School Access Drive (also known as
South 55 deg. 38 min. 27 sec. East, a distance of
maintenance of paving on the utility access and fire lane
Cowboy Drive, 60 feet wide);
119.30 feet to a point for corner;
easements is the responsibility of the property owner. No
113.41 feet to a point for corner;
right of ingress and egress to or from and upon the said
buildings, fences, trees, shrubs or other improvements or
THENCE South 29 deg. 34 min. 06 sec. West, departing said
South 47 deg. 17 min. 18 sec. East, a distance of
growths shall be constructed or place upon, over or across Michael Dale Linke
Parkway Boulevard and along said High School Access Drive,
132.56 feet to a point for corner;
the easements as shown, said easements being hereby Registered Professional Land Surveyor No. 4508
a distance of 78.24 feet to a 112 -inch steel rod set for
reserved for the mutual use and accommodation of all
corner at the beginning of a curve to the right having a
South 73 deg. 10 min. 22 sec. East, a distance of
public utilities using or desiring to use the same. All
central angle of 22 deg. 19 min. 45 sec., a radius
105.76 feet to a point for corner;.
and any public utility shall have the right to remove and
distance of 330.00 feet, a chord distance of 127.79 feet
the left having a central angle of 19 deg. 26 min. 38
keep removed all or parts of any buildings, fences, trees,
and a chord bearing of South 40 deg. 43 min. 59 sec. West;
South 66 deg. 41 min. 46 sec. East, a distance of
shrubs, or other improvements or growths which in any way
104.42 feet to a point for corner;
104.81 feet to a point for corner;
endanger or interfere with the construction, maintenance
THE PURPOSE OF THIS AMENDING PLAT IS TO
RELOCATE SEWER AND FIREf�ANE EASEMENTS
THENCE southwesterly along said curve to the right and
Juanita Miles, City of Coppell Date
or efficiency of its respective system on the easements
said High School Access Drive an arc distance of 128.61
South 61 deg. 41 min. 17 sec. East, a distance of
and all public utilities shall at all times have the full
feet to a 112 -inch steel rod set for corner,
113.41 feet to a point for corner;
right of ingress and egress to or from and upon the said
STATE OF TEXAS
Volume 96013 at Page 0087 of the said Dallas County Map
Records;
Of Coppell floodplain administrator On , 2014.
easements for the purpose of construction, reconstructing,
COUNTY OF TARRANT
THENCE South 51 deg. 53 min. 50 sec. West, continuing
North 89 deg. 43 min. 30 sec. East, a distance of
patrolling, maintaining and adding to or removing all or
along said drive, a distance of 41.42 feet to a 112 -inch
98.18 feet to a point for corner,
parts of its respective systems without the necessity at
BEFORE ME, the undersigned authority, a Notary Public, in
steel rod set for corner at the beginning of a curve to
any time of procuring the permission of anyone. Any public
and for said County and State on this day personally
the left having a central angle of 19 deg. 26 min. 38
North 78 deg. 25 min. 20 sec. East, a distance of
utility shall have the right of ingress and egress to
appeared Michael Dale Linke, known to me to be the person
sec., a radius distance of 390.00 feet, a chord distance
104.42 feet to a point for corner;
private property for the purpose of reading meters and any
and officer whose name is subscribed to the foregoing
of 131.72 feet and a chord bearing of South 42 deg. 10
maintenance required or ordinarily performed by the
instrument and acknowledged to me that he executed the
min. 31 sec, West;
North 85 deg. 29 min. 27 sec. East, a distance of
utility. This plat approved subject to all platting
same for the purpose and consideration therein expressed
98.48 feet to a point for corner;
ordinances, rules, regulations, and resolutions of the
and in the capacity therein stated.
THENCE southwesterly along said curve to the left and said
City of Coppell, Texas.
High School Access Drive, an arc distance of 132.35 feet
North 89 deg. 34 min. 45 sec. East, a distance of
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day
to a 112 -inch steel rod set for corner,
100.46 feet to a point for corner;
EXECUTED this the day of 2014.
of , 2014.
THENCE South 00 deg. 45 min. 04 sec. East, a distance of
North 84 deg. 30 min. 11 sec. East, a distance of
OWNER:
Notary for the State of Texas
1,125.84 feet to a 112 -inch steel rod set for corner, and
101.04 feet to a point for corner;
Coppell Independent School District
My Commission Expires:
being the northeast corner of that portion of Willow Lane
(a 30 foot wide right -of -way) as dedicated on the plat of
North 86 deg. 55 min. 15 sec. East, a distance of
Shadydale Acres, an addition to the City of Coppell, as
24.60 feet to a point for corner on the previously
shown on the plat recorded in Volume 42 at Page 96 of the
mentioned curving southwest right -of -way line of
Map Records of Dallas County, Texas;
Parkway Boulevard, and being a curve to the left
having a central angle of 16 deg, 30 min. 49 sec., a
THENCE North 86 deg. 34 min. 00 sec. West, along the said
radius distance of 862.50 feet, a chord distance of
north line of Willow Lane, a distance of 971.93 feet to a
247.73 feet and a chord bearing of South 50 deg. 10
STATE OF TEXAS
The Amending Plat of Lot 1, Block 1, COPPELL HIGH SCHOOL ADDITION, is
112 -inch steel rod set for corner and being the southeast
corner of a right -of -way dedication as shown on the plat
min. 55 sec. East;
COUNTY OF DALLAS
hereby approved pursuant to Section 212.016 of the Texas Local Government
recorded in Volume 92053 at Page 2834 of the Map Records
THENCE southeasterly along said curve to the left and said
BEFORE ME, the undersigned authority, a Notary Public, in
Code. The owner(s) have joined in the application for amendment to the plat, the
of Dallas County, Texas;
right -of -way line, an arc distance of 248.59 feet to the
and for said County and State on this day personally
plat does not attempt to remove any covenants or restrictions, does not increase
POINT OF BEGINNING;
appeared known to me to
the number of lots, and does not create or require the creation of a new street Or
THENCE North 00 deg. 06 min. 30 sec. East, along the east
line
be the person and officer whose name is subscribed to the
make necessary the extension of municipal facilities.
of said dedication, a distance of 15.73 feet to a
and containing 63.478 acres or 2,765,079 square feet of
foregoing instrument and acknowledged to me that he /she
112 -inch steel rod set for corner,
land more or less.
executed the same for the purpose and consideration
therein expressed and in the capacity therein stated.
THENCE South 89 deg. 58 min. 59 sec. West, along the north
Director of Planning Date
line of said dedication, a distance of 260.89 feet to a
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day
112 -inch steel rod set for corner,
of , 2014.
THENCE North 86 deg. 34 min. 00 sec. West, a distance of
Notary for the State of Texas
419.77 feet to a 518 -inch steel rod found for corner and
ATTEST:
being on the east line of Cottonwood Estates, an addition
My Commission Expires:
to the City of Coppell, as shown on the Plat recorded in
Volume 78225 at Page 23 of the Map Records of Dallas
Count Texas•
y'
Juanita Miles, City of Coppell Date
THENCE North 00 deg. 00 min. 23 sec. East, along said east
line, a distance of 1,742.03 feet to a point for corner in
the center of Cottonwood Creek and being on a south line
of Lot 8 in Block F of Copperstone Addition an addition to
the City of Coppell, as shown on the plat recorded in
Floodplain Development Permit Application No. has been filed with the City
Volume 96013 at Page 0087 of the said Dallas County Map
Records;
Of Coppell floodplain administrator On , 2014.
THENCE along the south tine of said Lot 8, meandering the
centerline of said Cottonwood Creek, the following;
Floodplain Administrator Date
North 88 deg. 18 min. 44 sec. East, a distance of
171.02 feet to a point for corner;
South 86 deg. 39 min. 17 sec. East, a distance of BE ABANCONED
99.95 feet to a point for comer,
89 deo. 41 min. 34 sec- East - a distance of
L103 L104
os
L1oo'l" �. C1oB L109 L]io
�- / - Litt
L9a
L96 -L112
L95 �t
L94
f-
1 f
�i
I
f
5 03 "W N 03 °28'10' (•
300.2T .27"
25.62'
L72
L85
gI IG
wl to
f f1
L81 L68
N ^I Iz^
oil log
y I Iz
�¢ N80- 61'41 "W
n ' 137.82
JI l Lso
112 ".
._-._. - C63. ._C62 L61
- --- SRS
-- --�- Q --
R 34.91' �9 N 03 °26'00" W
8.87'
L75 L74 <p,9 ' 14.84'
19.02'
T.U. ELECTRIC EASEMENT
DETAIL
SCALE 1'-- 100'
AMENDING PLAT
LOT 1R, BLOCK 1
COPPELL HIGH SCHOOL ADDITION
AN ADDITION TO THE CITY OF COPPELL
DALLAS COUNTY, TEXAS
SITUATED IN THE GEORGE W. JACK SURVEY
ABSTRACT NO. 694, AND THE S.A. & M.G. R.R.
SURVEY ABSTRACT NO. 1430
IN THE CITY OF COPPELL, DALLAS COUNTY, TEXAS
JUNE 2014 SCALE 1 "= 100'
OWNER: ENGINEER: SURVEYOR:
COPPELL INDEPENDENT GLENN ENGINEERING PRISM SURVEYS, INC.
SCHOOL DISTRICT INC. REG. NO. 101325.00
1445 N. PERRY ROAD 105 DECKER COURT SUITE 910 COMMERCIAL, RESIDENTIAL,
CARROLLTON, TEXAS 75006 (972)466 -6100 IRVING, TEXAS 75062 (972) 717 -5151 BOUNDARY, TOPOGRAPHIC,
TBPE F -303 TITLE & CONSTRUCTION SURVEYS
1361 W. EULESS BOULEVARD, #112
EULESS, TEXAS 76040
(817) 540 -8048
FILED IN VOLUME AT PAGE _______ PAGE 2 OF 2