Denton Crk-PT000406100 50 0 100 200
SCALE FEET
1" =100'
BEARINGS BASED ON THE PREVIOUS FILE PLAT
OF VILLAGE AT COTTONWOOD CREEK SECTION II
Volume 85237, Page 5014
STREET 5'
-- 5'
10' x 10' Tro,I formar Pod Eam t.
- - ALLEY- - L .
2.5'
TYP, T. U. ELECTRIC CO.
EASEMENTS
Street 3' Wall Mato tenonce,
Easement (T)plaal)
N 3
TYP. VISILII3ILTY
EASEMENTS
� a
oa
yvN ^
W �
q °a
� N �
w U 0,
1� ro
u
\o?
NOTES:
1 . Subject tract SF -7 Zoning
2, 4 Denotes Street Name Change
3• Lot 4, Block D will be limited to one story building.
¢, A 15' Sideyard Fence Setback for lots
with a sideyord adjacent to a street.
Lots 4,5,30,40,41,52, & 53, Block A
Lots 4,5, 1Z & 13, Block 8
Lots 4,5,19, & 20, Block C
Lots 4,5,19, & 20, Block C
Lots 8,10,20, & 21, Block D
Lots 1,8,9,16, & 17, Block E
Lots 1,8, & 12, Block F
5, 6 Foot solid masonry wall shall be built along Parkway Blvd.
per Approved Screening and landscape Plans.
6, Alleys are 15 feet wide except as noted.
John Adarns
Vol, 76112, Pg. 2584
Street
a
pin with cap
#1674 Found
dMON AREA S 89 "5041 " E
1'
Min. FF
The bearing on these lines
A
are perpendicular or radial
59
to the incoming bearing.
0
rg5' 82,7 -'
a
15'
U
66 .00'
s
170'
o
TYP. STREET TO ALLEY
INTERSECTIONS
a
pin with cap
#1674 Found
dMON AREA S 89 "5041 " E
29
c I�
fA
O Is
Ic
6' UE
Bonham Bank
Vol. 891518, Pg. 1328
Approwma e oca on o property Nary Sue Flournoy (Formerly) Denton County Line
Republic Dank of Dallas I line of Corot 617, Ann Howslay Vol. 817, Pg. 335 ASST. 1882-
",. Vol. 1482, Pg. 723 ..,�,jj S 89 .�3 57" E 1,386. 08' � Vol. 817, Py. 338 __ --
A 146
\ ABST. 1327
BSr.
ABST. 624 NTS '�\ VExisiting - .-- .- .- .-. - -- - --\ \ \
' - - 873.36' - -
/ / 1/2" Iron Pin Found - - ' ?s• \ \
/ \ 1Q' 20' ? °. \ Deed Overlap Area
S 80'25'41' w 20' Utility Easement \
0.53'`• Vol. 79074, Pg. 170 �\ dames H. Cummings And
f ' \ \\ David K Cummings
i in \ 'iPproX1 Vol. 66229, Pg. 3702
/ ^ \,
y� N 0 TE: 262.73' \
4" 0io. Fance'� / N \\ �.- ._.1inn of �Y S'Ue oho" 01"o,
Comer Post / \ \ �OOrna
' b \
C of Existing Hike & bike Tro11 to e \
the � of a 10' Hike & Bike Trail Easement FLOODWAY EASEMENT \ '46• , N
�►� Dedicated to the City of Coppell. COMMON AREA \\ \\ oy n
11.9173 ACRES \
\ "
o APProximat Ila locotion of
' '� ..�`�"•d.C7..� v property ne
a� ?o64s' S B,oCU� q Approx. Location of 8' Wrde Mike &Bike Trail ^\ ��• ♦� 35619'
58 p ♦ 17
6 vEECr. (31 Ol 43s4�/►� mot ( 112" Iron Pin with asp
EASEUEST . , o property line 4396 Set
h iw nl- ' "stam ed GM RPLS
0i7 �� n
ry ry S , • •54" W N 81523A^ µ. �p '� /
o' �6j' r >N 77 128.40' O,A�
.. 20' u °' E�mt� ?ry C -tpg \431" %M M w � 5 201.83 77,25 70.24' 6X.09' N 845155" • MW 10 N 2119'56' E % OV
F S 88'02'50' E 0.82 W 66 W /
�\-•�` �\ ° Q\ ?7J p 79.03' 71.81 z 1 W W .09' 50.86' 66.00' - ,...194. $3' 116.56'�^� / N
?' 7T o M A� W 15.16' W 66.00' 70.22' 41.75 N 6)• / / I
78'2a'3 ^ p 2 son, IJ ryh 52. v, :`� +"o o h W w '✓a'
5'256 by 0 ,n 59.35' w v o 61 trdi 62ro w 6)3 � h o o, � in t�" W
rn I / L - a7 81 6600 COUP a N 6 ° o ° N o v 64 v ^ 65 � o ° !' o o5�a °vl $ I. 969' / °
® 57 / 3 T to o w o h N P o p 66 to o I' r /pn , 1 to to
+tOj �, .'OO' / /p'h o A ,+' • ?SB< 569 I _ 59 0 °'G� Q 2 ��(p o r�Q o " ,°v A ry67 0 °68 °I n o✓ „� %, nj
NI: 3� v °\ ZO'NU+ N u, �o b 5gL 10.68 2 '.5`�Ag 22 ^ V ° ° V o Iry 0690h O �1.'% v64 ?)
ryiky h a m tnrn . " rn vi 16.70' 59.58' 54.35'
1.� 25'BL I I ° • O �' 70 h
5 \ 1 ` ry 55 h e lm m o r �- - 66.100' 66.00_
v' I 5 / ,o, ry ^�1 N - m 'P m. ° 3T 71' 47.� - 66.00' 86.00_ 12 111 N 1 t �•.'` . m
t�� ry' h 54 711 y� a. � C•-53 � 66.00' O 1 0 7L
o e q _.. (((��_ 1 ° 29. 5?:.. C -54 75' UE i.T• J 'o
74.00' 86.0 ry ti ai '^ 59 rn
9'47'54 "W 2 S, N ,1 53 st •,- m 5fi p0 54" W 64.40' N 8431'55" W Z5' UE 8' 4.50 7 •� '10 71 n O
437,07 in 3(,34' moo,
Gi10 , Uf S 6'16' 01 to c� C- `' 7101.50' 5' UE - 2 W I,A1r1'ON 372.67' N C- 4 rr Qi
Min. Finish Floor
Lot
Bk.
Min. FF
58
A
469.5
59
w
;13A
rg5' 82,7 -'
66.0y0�,'
6x61.0(0
-66.00
66 .00'
0.0
170'
o
w ,ry1 !i 1 6 iZ /'��� "o°
3 /�✓".}
-'
.�o41w �
3
3
o
0
A
,0k
"14F°15ag1617a
A
a
o aI
Old ^4
468.5
tin
"I
585'
0 0
A
468.3
A
468.2
h h
`4 LN io Lit 3
,0" 4 52,86'
00'�
_.1.rtr?-
6600,
v1
66.00'
6
moo,
29
c I�
fA
O Is
Ic
6' UE
Bonham Bank
Vol. 891518, Pg. 1328
Approwma e oca on o property Nary Sue Flournoy (Formerly) Denton County Line
Republic Dank of Dallas I line of Corot 617, Ann Howslay Vol. 817, Pg. 335 ASST. 1882-
",. Vol. 1482, Pg. 723 ..,�,jj S 89 .�3 57" E 1,386. 08' � Vol. 817, Py. 338 __ --
A 146
\ ABST. 1327
BSr.
ABST. 624 NTS '�\ VExisiting - .-- .- .- .-. - -- - --\ \ \
' - - 873.36' - -
/ / 1/2" Iron Pin Found - - ' ?s• \ \
/ \ 1Q' 20' ? °. \ Deed Overlap Area
S 80'25'41' w 20' Utility Easement \
0.53'`• Vol. 79074, Pg. 170 �\ dames H. Cummings And
f ' \ \\ David K Cummings
i in \ 'iPproX1 Vol. 66229, Pg. 3702
/ ^ \,
y� N 0 TE: 262.73' \
4" 0io. Fance'� / N \\ �.- ._.1inn of �Y S'Ue oho" 01"o,
Comer Post / \ \ �OOrna
' b \
C of Existing Hike & bike Tro11 to e \
the � of a 10' Hike & Bike Trail Easement FLOODWAY EASEMENT \ '46• , N
�►� Dedicated to the City of Coppell. COMMON AREA \\ \\ oy n
11.9173 ACRES \
\ "
o APProximat Ila locotion of
' '� ..�`�"•d.C7..� v property ne
a� ?o64s' S B,oCU� q Approx. Location of 8' Wrde Mike &Bike Trail ^\ ��• ♦� 35619'
58 p ♦ 17
6 vEECr. (31 Ol 43s4�/►� mot ( 112" Iron Pin with asp
EASEUEST . , o property line 4396 Set
h iw nl- ' "stam ed GM RPLS
0i7 �� n
ry ry S , • •54" W N 81523A^ µ. �p '� /
o' �6j' r >N 77 128.40' O,A�
.. 20' u °' E�mt� ?ry C -tpg \431" %M M w � 5 201.83 77,25 70.24' 6X.09' N 845155" • MW 10 N 2119'56' E % OV
F S 88'02'50' E 0.82 W 66 W /
�\-•�` �\ ° Q\ ?7J p 79.03' 71.81 z 1 W W .09' 50.86' 66.00' - ,...194. $3' 116.56'�^� / N
?' 7T o M A� W 15.16' W 66.00' 70.22' 41.75 N 6)• / / I
78'2a'3 ^ p 2 son, IJ ryh 52. v, :`� +"o o h W w '✓a'
5'256 by 0 ,n 59.35' w v o 61 trdi 62ro w 6)3 � h o o, � in t�" W
rn I / L - a7 81 6600 COUP a N 6 ° o ° N o v 64 v ^ 65 � o ° !' o o5�a °vl $ I. 969' / °
® 57 / 3 T to o w o h N P o p 66 to o I' r /pn , 1 to to
+tOj �, .'OO' / /p'h o A ,+' • ?SB< 569 I _ 59 0 °'G� Q 2 ��(p o r�Q o " ,°v A ry67 0 °68 °I n o✓ „� %, nj
NI: 3� v °\ ZO'NU+ N u, �o b 5gL 10.68 2 '.5`�Ag 22 ^ V ° ° V o Iry 0690h O �1.'% v64 ?)
ryiky h a m tnrn . " rn vi 16.70' 59.58' 54.35'
1.� 25'BL I I ° • O �' 70 h
5 \ 1 ` ry 55 h e lm m o r �- - 66.100' 66.00_
v' I 5 / ,o, ry ^�1 N - m 'P m. ° 3T 71' 47.� - 66.00' 86.00_ 12 111 N 1 t �•.'` . m
t�� ry' h 54 711 y� a. � C•-53 � 66.00' O 1 0 7L
o e q _.. (((��_ 1 ° 29. 5?:.. C -54 75' UE i.T• J 'o
74.00' 86.0 ry ti ai '^ 59 rn
9'47'54 "W 2 S, N ,1 53 st •,- m 5fi p0 54" W 64.40' N 8431'55" W Z5' UE 8' 4.50 7 •� '10 71 n O
437,07 in 3(,34' moo,
Gi10 , Uf S 6'16' 01 to c� C- `' 7101.50' 5' UE - 2 W I,A1r1'ON 372.67' N C- 4 rr Qi
Min. Finish Floor
Lot
Bk.
Min. FF
58
A
469.5
59
A
469.0
60
A
469.0
61
A
469.0
62
A
468,9
63
A
468.8
64
A
468.7
65
A
468.6
66
A
468.5
67
A
468.4
68
A
468.3
69
A
468.2
70
A
468.1
71
A
468.0
I �10' UE /16!0, T8� Gy `20B'gs« 66,26„ 126, a I ,o C_57 0 40 0^ 75.00' DRNE 10 N 5 N 67gB, \"+W 42 46" E a Minimum Finish Floor Elevations as Determined by
66.00' 66.00' _ 7T
W 66,00' 66.00' "W°'\ 852 the Engineering Department of Tipton Engineering, Inc.
W 9� 9 P P 9` 9'
�.t15 rn 9 w
M ¢ o w w \ 60. T E �d.t �'' °I Iv n 2 A l I- z; ° � 0 0 5BL h r,Q.,w dl
4 " ro e W 6:,6 96 45.83 0 e I ✓' 8 11260' N,, 1 P o 2 m ° o o V h" �s h 1 2 ro .-.
..,., °^ 48 p o o^ e 0' w 7.1 T h 5 ^ P o W I CJ
N 85'07'26" W. m "� 3 P o
Q to co 49 M o i� ^I v o ti v o^ o^ "_ 4 P o 5 ro m ,��..> � e °ad L,�' S 89.48'11" W Q
LJt Ut A .,D a +o P v 50 ro ^ 51 0 52 0 -ice S 89'41'54" W I Fm �1 0 v +n �n I 0' 2 5' U£ 2 ° t�, d O P In
I � A'rv`. ui A�
3 o tY o o 't' r cv ? o �` I V 3.69' 2 O' <" 'e 115.00'
N ° o o N 'Co " 110.00' 1 IM U °_ 9'9'.00_ a h of I
x N " "��� q `3 \ �Jrp�•, o n R6' WE E�FCr. to 66_00' 66.00' � � � � S 89'48'11 W o 0
" 25'BL In �� ° .. `v ^ o I 7 �enstxt0.00' b° 25' 25' 6799, 15' ALLEY 59.17,'ro 4) l"100.00 o i� °� I� :/' f `i (d 5' UE
75.00' r O' .� n
3 3 75.00' 56.73' M ,M m td S 89'48'11" W
;t vj W Off .i3.2 i V1 "
O1" � "s 66 00' 66 00' 73.00' 25 25' `9 5' ;E"' 5 8941 54 W °
Ig 11 ° m ? w ^ e ,7 ASST. 1327
IS 894154 W o w 3 s , 7 -
" m N 110.0()'1 0l I" � N w ov " 12 00 ,o" ,°o o °"" '�• 3 p;2 1 11 `� g 115.00' $I
u S 89'41'54" W 390.00 I d ""1 �J AWN•,
in °I M J•b ° S 89'41'54" W Wo; ,'C P 4 c 10 ° 74
CLIFTON COURT N °0. ". `°I o� O I$ o ^+ I ` 'n 117 P o 9 ;t v ^ 110.00' I'� ' � �I
�4
O RI''10'
QIL
24.0 70.00' 1_6�66.00' 66.00' 66.00' 7 00
w t., E?L w tit'{- w o
lf�l � o
6 ° 45 a 44 `I 0 43 a 42 " 0 41 Flo
UE
" o
DO' 'n 70 00' b 66.000`+11 66 00_'11 66.00' 'n 53, 00' 20'
p 51 N tO 170.00 y9' @� o „a N 5BL o o QLF M �, 1° p'1,� o ",m� S 69.48'11" W
S 8941'54" W I o" W is 0 "i
M' 0 7Z 62' an n 115.00'
M.: 170.00/'11 1 Iw 2 ^ v 75.00' 75.00, 9. Emtt, z 4• 15'BL o o �oI
'o I 5 J� 0 �• I W LcDxLEY 102 43' N42.81' 66.25' o
Q 6 1,6 1'38" N 8451'55" ow � 7 el
16 15 89'41'54" W WI 73'5 s, n� 20).27' - 219.67' W W 368.46' DR ' '+s " N b
�S 11510.00' „ I S. tOn-g2 '`r0 #o' W o b 148,59 C -141 S 89'48'11" W S 89'48'11" W
a +o •ii l S 9•.72459" - ---- -' N
91.25`
_ _ _ 50:65 "{ W 66.00'W 76.95` o ,00 N _i 9 115.00'
-8-9, - 4 ^1 p zo' Dm9• 9 ^ Iin 13 .� fi 283 .J R N p h O i/2.59 _O 042.80' 66.2 m c^y
_ ,5' ALLEr tatako4 �I ry�'5 '° $ L o1 z o isBL °F is "* y�76®
i/2" Iron Pin Found 1p Ss.BS' z - 55 -00 20 N a,I " ro ro ° a� b o W h 5 N ' ^ p` a N Proposed
i11.ia'7 9'6.00' 66.A 14 a P 15 P o o h s 115.oz' P
on property line �_ - G /�� N z9'' U nECr. w w w I s 9'.41'54" w I b " " 16m . M ry 20 N 21y
a+ ¢ASatervr , (D ry ,�h o S a �' nS ^ IoN �I w S 6948'11" W Copper Stone
/61'• h�. S o �o w 'o w o 110.00' o rn _ 5' UE z 21.50' _ U r 7 76:77 W 1 O o 1
G,)O 37 ° 0 38 0° 3g o 0 40 m of 0 3 G� w �0" E o I s 6s'4s'77" w« I g
a, r �pl/ p q, ) ° w o_ I tl.: w ° r3 +til ,3 18.6 103.97'- 44.57' 45_96' 0 b 777,6 `+ '� 111.95 vI 4)� 77 coI
n rnw. Q rr�� o = o " o FaF ,01 " 'is' 4 -'- 1 o9'' y, 1' h "- h °' o i o, " 5' UE r''-� Real t�
�" 36 6 °0 ° 25'BL ° 5 a oIS 89'4154" W +y9~ C.41 C- 60.553' N 6451'55 W C M 0 1 1- �� / h G�Lj 1 b ro S 89'48'11" W I Centex 16eCt1 Estate Corporation
5' UE 0 ri 10 54.860 y o0 42 / 66.32' 0 7 W V ry0 22 `0/ ti ci 123.86' Vol. 921 76, P 351 9
��...'' wa r 83. 'q z 7,83' N
h 66.00' 66.00' 75.00'. 110.00' .,1� ty"1 ° , b' - ! �'
h .`' N Ur of ryry , G /•, 88 V tin o o ✓ m 7100 , W ,; 121.92 „•- (�� 78
57b0" k S 89'41'54" W 285.00' �p qo 3' '7
W V 2 'd 0 22 rn 4 ro ,+,i4 8 1 7 'S T� 0 �.''"�.. x,
` 723.39' N i PEDMORE x UE DRIVE try IS 89'47'54" W "1 3 'k` /'�P� $ .t`t.• 1 9 Li �. p - ^ ° q b h 1 b Ci /y5 5 UE , ,�'`°n• i^i� S 89'48'11" W "
25'BL o U w ry ro b I0 23 G�\ ,�w 150.49'
m_ 109.00' o ° 109.00' 110.00' N e la Efp '1- rtz83' vl . S D ^l ,.� `+I
35 �^ N N - " a r ^ 8007' � i 1' s 8,9'48'11' W
o, 3 15'BL �/y 1 ' I Q I NI ro �25�yfN 4' 73 52' .� 40' W O Ory {��� 79
N 89'41'54" E '° ' 'N't. ° {y��I9 ° IO '"�0 o 's -+ Q 0" o o' 9.68 p -45 N 84'51'55' O �,,,tr0.00' a 11J.3IJ O' n" 31 1B /�
h a h N o n 3 46 p, 0' o^ .. ^ 556
,k 119'.9'9'• �; In �
L 1,30.00' 0.I I^ 179' N / 24 n _ " v'9' as a6'tt" w wa,. I
89'41'54" W S 89'41'54' T -'A 4.1 37 laiC4.iltll I a / 1'y .. +n a, i.y
0 0 o NI ,n o� Ch• 5... C," C -4 117 1%i4jj!j.,' 1U n 7� J 19 •r I U ti i 743.bb ..-� _ -
" 10 34�\ 110.00 n C -43 a 5 ss10.11" w 80 of
+d 110.00' 72 91,75 U 20 5182'1 5 1ti
16 o z . o �o 5' UE ` I o iv S 89'41'54" W 4) 75' ltu 23.0. 25' 110.07' 0 �15'BL N 89.41'54" E o m o ° v n G^ 26 - ''G w 18 1 21�at a 100.00' _ E v w w C -4 t2 a8 259L t» 1� n 25' 1 .� 'j cn �! 130.00' "e o w IP 3' 6 ° --
(` S 89'41'54" W 589'41'54 "W .0 fv , N v r^ \ o tv 1 I.: •*• ".T �"d0 z k 5 v
1� 33��N of 1000 0 �° `110'00m I o of 104ta ^i ma �v lo ,v�•� 4-, q VA
649'2., +, m mow,I }oJ, waMo / 25 25
b O O ° 1° 1 f� t. 00 N ''`il „� .i " c .:\ ^c,: t�" In to J
N 69'41'54" E !Y, o y " " ai 1 r• b 1�' S V .,, 1 o r in
I h l 7 1 2 I b 1 F 5 h 8'52 /' S a 6'i S 0023'79" E
Q w �' N w. N 5, to o pl k' S 7 'h ` "� Wall &Utility w I
o S : 18 �.- m '£ 10' I 85.02'
5' UE 130.00' {7 " I ( IS 89'41'59•, W to ...,i 3 ,,� ,' 113 �, iv 8� " Easement .�"'�
J o S 89'41'54" W 589'41'54 "W w 6111 cr m �' ^ 3 a0 15 i 9' 50
to 327� T� 110 0' t/0.00` 9' a�,yy 'S-` -NN- vT a 1 +ci �� '1
e 1 tl.OA' •W N 2 fi z 5'-,L a 1° , 0 80i
° �Ltp'
N 89'41'54" w n 16 "' n n 2J �� I C' 'alb ^i"� 08^'6* �Q C,. 6 09 OZ" �1. 3� A .% .
c 29' IN 3 9'76 ry 8 5 5'
Alley R.Q.W, by Others ° 79'. \ n 47` Q° \ A6.�' !% �i 0 01110..11. 3�, - ` -- / Iron Pin Found
7 M'. N 'o ro r1,1'/ 1 / 116 110•. 6..• 1 G / Op �5 p' kn i 6 1 (1w ----` `3 8" ""^•`
N 130.00' v "� tn.... cd M ^^ 2' 1 %' --, ? \ 1 k 5 yl° `
N b N 710.00, N110.54' N`' 1 O' S0. 0' pi p..3 , y5 w y m i0 4, 01 0•.: - �,,3 �,os •( •�a 60 66 ,16" q� D
Iron O�OO• 31 � m l ' � o � I° 0� ^ V S 852.707 w 67.j7` � � " ,lib, /r A,�m� emt. l7 91 } ", f S
N 0 h 586'40'51 "E
1260.35' 1/2" 11 on Pin Found.,` x 7 N y ^ w s 15" w I� 4 b v ° 61Q.��h� / 6'1 5� '`5i/ u °mEamt. G�
89.00'- - ..69.t70'�'�... 69.oQ 86.Q0' 69.00' 69.00` - 69.OQ' 56-J0'28. 82' i.73 T�19S7« W2 c, 1 S 73 X73 " >b' r S 7759'75^
� g y, ,- T �� ^ � 25'BL•A/ /. ��`m I \� 4- o° e !-I D
0.2' \ io 112 i � - p
-, -
-
2 \�>: 3
3 3
3
p 51 N tO 170.00 y9' @� o „a N 5BL o o QLF M �, 1° p'1,� o ",m� S 69.48'11" W
S 8941'54" W I o" W is 0 "i
M' 0 7Z 62' an n 115.00'
M.: 170.00/'11 1 Iw 2 ^ v 75.00' 75.00, 9. Emtt, z 4• 15'BL o o �oI
'o I 5 J� 0 �• I W LcDxLEY 102 43' N42.81' 66.25' o
Q 6 1,6 1'38" N 8451'55" ow � 7 el
16 15 89'41'54" W WI 73'5 s, n� 20).27' - 219.67' W W 368.46' DR ' '+s " N b
�S 11510.00' „ I S. tOn-g2 '`r0 #o' W o b 148,59 C -141 S 89'48'11" W S 89'48'11" W
a +o •ii l S 9•.72459" - ---- -' N
91.25`
_ _ _ 50:65 "{ W 66.00'W 76.95` o ,00 N _i 9 115.00'
-8-9, - 4 ^1 p zo' Dm9• 9 ^ Iin 13 .� fi 283 .J R N p h O i/2.59 _O 042.80' 66.2 m c^y
_ ,5' ALLEr tatako4 �I ry�'5 '° $ L o1 z o isBL °F is "* y�76®
i/2" Iron Pin Found 1p Ss.BS' z - 55 -00 20 N a,I " ro ro ° a� b o W h 5 N ' ^ p` a N Proposed
i11.ia'7 9'6.00' 66.A 14 a P 15 P o o h s 115.oz' P
on property line �_ - G /�� N z9'' U nECr. w w w I s 9'.41'54" w I b " " 16m . M ry 20 N 21y
a+ ¢ASatervr , (D ry ,�h o S a �' nS ^ IoN �I w S 6948'11" W Copper Stone
/61'• h�. S o �o w 'o w o 110.00' o rn _ 5' UE z 21.50' _ U r 7 76:77 W 1 O o 1
G,)O 37 ° 0 38 0° 3g o 0 40 m of 0 3 G� w �0" E o I s 6s'4s'77" w« I g
a, r �pl/ p q, ) ° w o_ I tl.: w ° r3 +til ,3 18.6 103.97'- 44.57' 45_96' 0 b 777,6 `+ '� 111.95 vI 4)� 77 coI
n rnw. Q rr�� o = o " o FaF ,01 " 'is' 4 -'- 1 o9'' y, 1' h "- h °' o i o, " 5' UE r''-� Real t�
�" 36 6 °0 ° 25'BL ° 5 a oIS 89'4154" W +y9~ C.41 C- 60.553' N 6451'55 W C M 0 1 1- �� / h G�Lj 1 b ro S 89'48'11" W I Centex 16eCt1 Estate Corporation
5' UE 0 ri 10 54.860 y o0 42 / 66.32' 0 7 W V ry0 22 `0/ ti ci 123.86' Vol. 921 76, P 351 9
��...'' wa r 83. 'q z 7,83' N
h 66.00' 66.00' 75.00'. 110.00' .,1� ty"1 ° , b' - ! �'
h .`' N Ur of ryry , G /•, 88 V tin o o ✓ m 7100 , W ,; 121.92 „•- (�� 78
57b0" k S 89'41'54" W 285.00' �p qo 3' '7
W V 2 'd 0 22 rn 4 ro ,+,i4 8 1 7 'S T� 0 �.''"�.. x,
` 723.39' N i PEDMORE x UE DRIVE try IS 89'47'54" W "1 3 'k` /'�P� $ .t`t.• 1 9 Li �. p - ^ ° q b h 1 b Ci /y5 5 UE , ,�'`°n• i^i� S 89'48'11" W "
25'BL o U w ry ro b I0 23 G�\ ,�w 150.49'
m_ 109.00' o ° 109.00' 110.00' N e la Efp '1- rtz83' vl . S D ^l ,.� `+I
35 �^ N N - " a r ^ 8007' � i 1' s 8,9'48'11' W
o, 3 15'BL �/y 1 ' I Q I NI ro �25�yfN 4' 73 52' .� 40' W O Ory {��� 79
N 89'41'54" E '° ' 'N't. ° {y��I9 ° IO '"�0 o 's -+ Q 0" o o' 9.68 p -45 N 84'51'55' O �,,,tr0.00' a 11J.3IJ O' n" 31 1B /�
h a h N o n 3 46 p, 0' o^ .. ^ 556
,k 119'.9'9'• �; In �
L 1,30.00' 0.I I^ 179' N / 24 n _ " v'9' as a6'tt" w wa,. I
89'41'54" W S 89'41'54' T -'A 4.1 37 laiC4.iltll I a / 1'y .. +n a, i.y
0 0 o NI ,n o� Ch• 5... C," C -4 117 1%i4jj!j.,' 1U n 7� J 19 •r I U ti i 743.bb ..-� _ -
" 10 34�\ 110.00 n C -43 a 5 ss10.11" w 80 of
+d 110.00' 72 91,75 U 20 5182'1 5 1ti
16 o z . o �o 5' UE ` I o iv S 89'41'54" W 4) 75' ltu 23.0. 25' 110.07' 0 �15'BL N 89.41'54" E o m o ° v n G^ 26 - ''G w 18 1 21�at a 100.00' _ E v w w C -4 t2 a8 259L t» 1� n 25' 1 .� 'j cn �! 130.00' "e o w IP 3' 6 ° --
(` S 89'41'54" W 589'41'54 "W .0 fv , N v r^ \ o tv 1 I.: •*• ".T �"d0 z k 5 v
1� 33��N of 1000 0 �° `110'00m I o of 104ta ^i ma �v lo ,v�•� 4-, q VA
649'2., +, m mow,I }oJ, waMo / 25 25
b O O ° 1° 1 f� t. 00 N ''`il „� .i " c .:\ ^c,: t�" In to J
N 69'41'54" E !Y, o y " " ai 1 r• b 1�' S V .,, 1 o r in
I h l 7 1 2 I b 1 F 5 h 8'52 /' S a 6'i S 0023'79" E
Q w �' N w. N 5, to o pl k' S 7 'h ` "� Wall &Utility w I
o S : 18 �.- m '£ 10' I 85.02'
5' UE 130.00' {7 " I ( IS 89'41'59•, W to ...,i 3 ,,� ,' 113 �, iv 8� " Easement .�"'�
J o S 89'41'54" W 589'41'54 "W w 6111 cr m �' ^ 3 a0 15 i 9' 50
to 327� T� 110 0' t/0.00` 9' a�,yy 'S-` -NN- vT a 1 +ci �� '1
e 1 tl.OA' •W N 2 fi z 5'-,L a 1° , 0 80i
° �Ltp'
N 89'41'54" w n 16 "' n n 2J �� I C' 'alb ^i"� 08^'6* �Q C,. 6 09 OZ" �1. 3� A .% .
c 29' IN 3 9'76 ry 8 5 5'
Alley R.Q.W, by Others ° 79'. \ n 47` Q° \ A6.�' !% �i 0 01110..11. 3�, - ` -- / Iron Pin Found
7 M'. N 'o ro r1,1'/ 1 / 116 110•. 6..• 1 G / Op �5 p' kn i 6 1 (1w ----` `3 8" ""^•`
N 130.00' v "� tn.... cd M ^^ 2' 1 %' --, ? \ 1 k 5 yl° `
N b N 710.00, N110.54' N`' 1 O' S0. 0' pi p..3 , y5 w y m i0 4, 01 0•.: - �,,3 �,os •( •�a 60 66 ,16" q� D
Iron O�OO• 31 � m l ' � o � I° 0� ^ V S 852.707 w 67.j7` � � " ,lib, /r A,�m� emt. l7 91 } ", f S
N 0 h 586'40'51 "E
1260.35' 1/2" 11 on Pin Found.,` x 7 N y ^ w s 15" w I� 4 b v ° 61Q.��h� / 6'1 5� '`5i/ u °mEamt. G�
89.00'- - ..69.t70'�'�... 69.oQ 86.Q0' 69.00' 69.00` - 69.OQ' 56-J0'28. 82' i.73 T�19S7« W2 c, 1 S 73 X73 " >b' r S 7759'75^
� g y, ,- T �� ^ � 25'BL•A/ /. ��`m I \� 4- o° e !-I D
0.2' \ io 112 i � - p
-, -
-
2 \�>: 3
3 3
3
g &
& �o °
°2 °
°25 ^
^ °
°2B a
ah27 �
�a28 A
A$29
omo g
o \
"
O b
/1 '.I c
30 ; S `� 14 0^ / `° 2`� 9+
HARDif'Cl�
!t
9't 6 «
w
W
0
N :
a 1
? e
773; F 9 0� o ,21 • ,�. �, I
Q ,p5p.. 0- J N ry bs,5q
7 tih y 69'. LANE N c -81 s, v 13 °''. S 2 j � b 82.6 2 .69 , a COURT "� c °�
08 s9D GRAYWOOD N 89'50'41' W 1049.17 -„ ,......_ �.- .-- ,- ,.� ---- N y2.. 67�), yh 6 . ^1 w' / / /1• 0 b '
285.04' t73.06 " 29g >« 16. k,.. 0J6y ry 00' ���/ v TaN
S ? "O7 G 290.00' 3','. UE 3' UE 3' UE N C -79 W 11 i1"M / $ 1 °S•.
E 21.21' 301.10' J' uE 3 UE - _ 69,7 Oop, bro y,• 1"6 �. G N W rn. I
• + N 44'50'41" W 3 UE 25'.. 25'
m _. - y .:. p o 0 1 9. N O O• 0 � ^ h b 260 Ax / �,�
o 109.0 09.00' N N 71 N 1 9L o 1 'BL L 22.06 N 4M �.: //i i�� 27 1 ? n 6f `5` w W' .G y/ ,
125:10 0 �1 �j _o o ,� ^5 UE / h(.�i2 'n s• M </ •, / J1
15 L o o I �5' UE •BL ,°o 00 �I I o S' Uf o ° I��"i�' ;a Ci ' �W% it '°9'6 F "J / /
o n °' �l o7 li o� ^� o w A '^ I 4 °. �v, >6,¢7, b i o «ry pty:.. ',
50'41' E , o %! o :1� ^ t;i ur ° I$ s n. 12 °
I'S 3 m n !11 ci 5 "i 29 4 m 41 `L 9
13.34 o ^ o, vi 5 ° Io 4 °m w R " p `0 ( : h b 'I I.I q N 8950'41`. W " 1`o r^o b 11 , W 1 'ip 1 2 ' 7. N , F/ ti /. , / ••I, k •^3.. 0
N o, °f n "5 o (� 'n Im 1-� ' 89750'41" W I io Dpa' I' 1 O 'r , 0 Q G `S.
td P °i " I`p o, Q N 89'50'41' W � N 850'41" W � N 8950'41" W a ?• � IO �� ^ ' [ASa�gxar�'::. �M/ ?ate %j k /.n � .,�AO Ge.:. lib •'�"4Yg4�
I, N 8950'41" W N 89'50'41" W w �. o 11000' S 89'50'41" E FII b ^ (� �""
126.10'. •C: o, ° 110.00' 115.00' m rn o 111 .00 ° 1 OO' oo tv 'I. ^ o �1 ro 1 96 28... h� 'lily .��i p 'Sy
1 0.00' P °v v, ,o$ ^ m to i o I'o ° '' "Ilfl o e o 120.76' ¢7 V.I p *7' '1•`32 y , /6/ pc..
m r ,ra o .., o o m o. I I v w ?,d• 'a rL
o, o !n ° 2 x o " 3 0.'0 o i� N N 84YJB'22' to - 0' - -,.\7 5 /�,p�" 69 Q,16 �..
I ^ ( 6 ,6 N 85'97'42" W W ( 6p0yF 0� /�i XQ'�'. '0•Q`
•41 • W, 'd to 110 +n 1 6'S `� C�
1 TY CERTIFICATE
UT U
This Plat correctly presents the required easements for
this development. �i,, •' , / ,B' Y / DATE
GENERAL TELEPHONE (GTE) ✓ / %i %f�•�Gi- -1 � r-' `i. -'?
SOUTHWESTERN BELL N/A
LONE STAR GAS.'x��y'�•'��
TU ELECTRIC
DENTON COUNTY .NIX /
PARAGON CABLE= 1„ta�.._ / G'r'•Lf�
°w" o N N 89150'41" W ^ I ® N 8950 I,o 0 110:00, W l4 ? O
rp F,.,) 110.02' 'ri`� -o S 895041" E o 5.. '`,� o N - �r T 495 �/ t
"l 6b5, o, L vim ".{' 15.14' 2 N B95A•4i" W - Ii. p' 25' 25' 'I`! £ ''C' n w o m) 1• 5 Q, l),� C. ADDRESS PLAT
702. ?7' 1611 ; 1fo.s2' " tito.ao 44 ° 10 29
46. o N 8930 41 W^ t N 8850 41 W n a, m . rn 7 0.00' v N1� 114.99 m ry ^ I °° t
" 1 M. U ai r (% o I o o w 'a �1,�Q 9 I
Ioi C v `O N 8 'S0 41 W' a, o co v ,°�' t� "1 . 4. .o,0. m N• I o' I�( M +r v 'S of O �1 h ^ m . - n ,8 0 0 14.09'
0 al h a) O t A N b M aj ti, O m r5 I 'L 5/ 5
17,,7, k°' 0 " '(� •y " 15 .,. 1 �n n 0' 5000' 6 5 83'7520 E / / oP 0 r
4a oA / 7 V a' 2 m 'o U u /-� U �d 0 k 1 Ie. O^p ^� / l'1Q� `L� 6 I 4' w I bry. b ,/,oi' ^ o, M G o _� ,l ter` rU
!0 1 6, 0 ry• b `ti 5445 41 •E rl", -J I� I N A L P L A I
.48.37' G '�9, "ice Poi N 8950'41• W 70051' o /OtO. ent
t•- /�/1 ' t+o, W' 1h d'\ 5:895041 E G / °i 'h ey S 89950'41" E 950141 • E - ten [; N..89 -5 W 895041 E ° O'XID' All, VILLAGE T" IN 7v / ,� �)� .�� eSi� ro r1' 113.49' ^ 10j , 90.35' 3 77.79; • 75, 20' 83.75' "'i W 98 7 rno rn' 85. { O. 3 1 F' Z Esmt. Gip �. '4p d 1110 ,k r ^ ;. {` I ICJ/^ /�^� /�-y/���
,r, l 5695041 E c1 , 5895041E " 126'ruaECr. .'ia,-' > q,u �s. s'S�•�� ar �GE AT COTTONWOOD V14EE�
Q " A 8 `r,r. O V 5• UE '* ^ w %1S' 1a r °i o S 89'5041 E o'n ceA�sEkcir,( o �m 1`L •1 r4 u, w 3' o: 1•'0 10100' t <` g. Jl, 4
^ E. ^ 1} ,i �(•� 9 G1 e1 e> m 21 O, o rn `L h '+ N 895041" W 4209'' u? •. 1 •,yI^' +.At� e
Fq � � Dm9. er 0' o mPw �0 _,� �«., n 1 I a >r • k 8 197559• E F �• N
4, ti. 11�tl� P o 27. 0' .00 Uffl. Eemt 0 3'�'�7', t h P p% io i �v , `�eo P `s` L 0.32.E i A7, �j J { C /}ry /)�^�T /��7^ T /7'T
8 I rl G 1 5 9V9 /9 w o y, �1 . 4`e o 15'8L w• tip' - _ i 5 '"1' 1 �.j i f ArJ �./ i i O I i
oi, U +* om N58'29'11 "E 15'BL
a \J 58.15_ 5 UE 123.87; qb_a w 15'BL
BL , - T -N- 6 V 1855 O0 - = o - 125:5A 25 25 LY.09.4F ^� ... P �i �[� 4i . , n I t ?
110 �9 io__.T :1P4,65_- 55.35 I-cr „t.a'.^:.� _ _ ",?..'. Da eml. 10 Wit it R u5 O�Q,, , n 1 d•t�' Y'
y 15' ALLEY C -90 = 110.00 25'..25' :. " -- , ..anon w. $ >*aserrte�t'.a p ` ,,"'..:, t� BEING A REPLAT OF LOTS 1,2,3, &4, BLOCK 1
10' Utility / I __ 42.9' 7�. "�
Lot 6A Hloak A 5' Nn9. Eamt. $ 5041 W 1341.06 S 0009;19" WY 10' Utility A�j
Easement Easement S 00'099 ". W `' e"+4'T` ` E"' , t.�
M Space lien R to 10' past P0. 10' UtiDty 15' pn0. Eamt. 15'X40' Dap. Eemt. - G l " ; ,� ,�•� r + ,' - x- ; VILLAGE OF COTTONWOOD CREEK
Open F Easement
,"Spa 3' Wall Maintenance BOULEVARD / \ '�,y° 111 aancret , faun(1 C� i. , i � ,,~: ," °' ^% +, ' +',- b
S 084.949" E I m plaoe of Beginning PARKWAY Eosemant 70.40' 1
�` 1/2" Iron Pin with cap 5.00' GB 1 %' {
I 1/2 Iran Pins with cap stamped GM RP1S 4386 Set S 00179'7W `\ /N 89''50'41" w P✓��G
�^\r
SECTION 11
istnmoad N1874 Found a ra
� L OLLAND SURVEY ABSTRACT NO 624 1 ��' '
W 3�O 33y
35J 3'� c9-
C7
X07
,3a�
�I
DREXEL DRIVE
3 �--1
33$
33cl
F
0 3�0
Salo
w 3 92-
3 -S g
335
351
3a7
ti
a
U
w
5
3'5$ 13 31
3 a�t
3a. 3
p ,� THOMAS H
°° k F
CITY OF COPPELL, DALLAS COUNTY, TEXAS
ti 3 3 Yt. _° �ti9 �0 O W N E R CJi
�' `� ,,. E
16x1 µ1y JIM SO WELL CONSTRUCTION CO. INC.
i
� �?a " G`i7 U °al S 3131 McKinney Ave. - Suite 200 - Dallas, Texas 75204
NO
3 1 � (214) 871 -3320
YIY SY,[ S d f 1 /th i< y p, "tease Y+aMPm n) i
�- ai'lr 1 `� ra,Tp Litlx+Ct1i/ A !i ut.T'L
.; *,� ,��i :,y�', •�� SURVEYOR /ENGINEER
E 3 ° 'Sic ;, 7 , 1.1. �ti �,�� ~� s% �! l� TIPTON ENGINEERING, INC.
I a 1'47, , ' 6330 Belt Line Rd. - Suite C - Garland, Texas 75043
(214) 226 -2967 2