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o. OQ=8 CERTIFICATE AND DEDICATION
\ \ STATE OF TEW �
\ COUNTY OF DALLAS �
\ `\ �ErPEL sc1rov�. aoAD
- - - - - - - - -- - - - - - - - - - - - - - - -' WHEREAS, TROTH ENTERPRISES, INC. is the owner of a tract of land situated
- - - - - - - - - - - - - - - - - - - - - - \ \ sa{ Iron Pin /O'Dedicaled /'or widening SeA ��°,� p.�n in the McKinney & Williams Survey, Abstract No. 1062, Dallas County, Texas,
set''°^ P`" IV. B9°29'?c)"E. /545.2/ d
h _/372.82' and being more particularly described as follows:
' 10 1/0.00' 240.11' 233.051 Sp ?05. 5' fo Wesf /#
se} Iron pin _IIS•.• O! - - 50' ,01 J. 9t' AP01.01' Or 50' ��Ory, e
\ Es f. °� 30'fS/o19.Line va �- \v 30'A31dq.Line ,n Moore ,Pond BEGINNING at a point in the south lint of Bethel School Road (35 foot
/D'S°ni. I 30'f3.L. ! • O 3o't31d .L;nA \ f� Ir s width R.O.W.) said point being N 0' 46' 00" E, 10.00 feet from the north -
Sew. Es -i. I O ~ ~ O �: r ',`
OI $ , o<� e • ,1 \ �� •+ ,� , I ` wrest corner of Lot 5 in Block 1 of Catter Addition, aa..addition to the
OI O " 8 • ti ( ��, \ N \ 21 I\ ; City of Coppell, Texas;
14
e •o �I ;� v\ \ \� *N v THENCE S 0' 46' 00" W along the west line of Lots 2-5 in Block i of said
Carter Addition, 794.58 feet;
u. 115.44 113.11' • � \ 5 r •�.
a (
RU N !+•s*14•E � I t19.Oi•E \y \ 19a'�I4W I ;THENCE N 89' 14' 00" W, 210.01 feet;
}i\ ♦ N 10•sd a \ \ �I ii \ 130.4747' 1 - - ` - THENCE in a southwesterly direction Vith a curve to the right, tangent
.N ;; \ r bearing S 10 50 19 W, said curve having a central angle of
of O 9 v n, w I �, �, \ s s! 14 047 E AP 17' 57' 37" and a radius of 3$5.00 feet, a distance of 101.88
1 +
30" fS.L �y a3 by v v h I t. �, \ !� 9• /`��' S 19
+ ►4 / � feet;
bl '92 '� $ ` 5 ' •E ��^�` Lg:• THENCE S 28' 47' 56" W 51.75 feet;
OI 5.35' S' 998! ��� \\\ \\ .s 04r!! �' `o \ !� tib e I •
�g in �- y ., + � g! A 3 0.0 o THENCE in a southerly direction with a curve to the left, said curve
O to (�\%• Qt /E \ \ V \ 4s, 1 s! •C• Y% \� - _. / i O t it
06.26'40"E 96.59' 50.00' 150°00'00" 130.90' 166.60' Cl E » o.
its, 119 s r \ '0 9i `� \ \ h having a central angle of 28 Ol 56 and a radius of 275.00
36.26'40"E 96. 59' 50.00' 150.00'00" 130. 90' 166. 60' 3 RCw `n .o i ai9 `� \ar v' tt e •E v Z '� 1 -
e i n 1 i89039119" i i Vf N o tjt fit' V'r�• 7' r 4l + \ r til (0 O t •
O pyR\P � P. \ � d ti a ♦ O 0 i feet a distance of 13,.54 feet
44 ?9 35 E 10. 50 50. 00 76.24 49. TO O . 14 0 -. o . O s 9 \ .� • I 'N • t rr
E ti N� 4b' a i i an \ �9 as N THENCE S 0 46 00 W 349.59 fest;
44.29'35"E 5S.49' 40. 00' 69.39'10" 02.59' 39.7s, N p �-P`N 3"6 v a p \ t°t �. Z\ -4 � 3, I � '
77.56'15"E 106.54' ?75.047' 22.45'50" 109.26' 55.36' �` , /5'g� .32'0 #, o o \ 4 a= •. .� \ \ 200 .; �„ ti ( THENCE in a southwesterly direction with a curve to the right, said curve
o i a i i • i r i i N V iI a vat r r .r 215.111 • t tt +
83 31 IVY'VE 65. 69 325. 00 11 36 01 ss. eo 33. 01 . 3- }�.b 9 g8 0 .- -a \ +••� !0 • ►� having a central angle of 4I 16 07 and a radius of 245.00 feet,
13.06' S9"E 52.16' 325. 00' 09.1?' PO" 52. ??' 26.16' Ql • k a • ss- \ M s. `",y. eo r t E S 1!•14' 00"E
a , , , , r , , ro Ori eF \ o •* !:' A a distance of 11G.47 feet;
67 32 04 E 11. 11 325. 00 01 51 29 11.11 5. 55 O *� r r 4,r E \ so\" 0 1 •e \ 1 Ce I • t tt
71.06'440"E 90.14' 225.00' 23.06'40" 947.76' 46.00' h ` °pe t4 \ t !1 \ \ X �, 6 'THENCE S 47 57 53 E, 98.64 feet;
o w o �, �,Air M ! •E s\ O e h 105.00' >� I - - TS�ICE S 0' 46' 00" W
' 71.06' 40"E 70.11 ' 175. 00' 23#00'44V 79.5S' S5.711 •� O N §.
64.54'37"E 214. 96' W. 00' 57.04'07• 224.11' IPP. 34' p 't ll M'!'t 9 't' o•► \ \ W 1 �" `� o , rr > 187.37 feet;
\ • �' , �` o d • s 1!•14'4747•£ THENCE S 88 14 38 W, 64.0.95 feet;
64.54' 37"E 161.19' 175.00' 51.04' 407" 114. 31 ' 95.15' �`�' §'� 0.3 'i �. /p • i •� \ i Vl O O t rr
• I f tE \ c, ij '' \6L - \ •- �' ♦ a • �� THENCE N 1* 45 22 W, 230.00 feet;
32 04 13 E 430.11 725.00 34 30 40 436.69 PPS.,0O �A�
i•' ,19 » tw S \ \ i✓� \ X a h cA hi • O I'
41.13' 57"E 116.93' 775. 00' 13.51 Ili r 117.31' 94.15' " • 1 w O 'o '
33.37'17"E 50.00' 775.00' 03°41'50• 50.01' ,05. OJ' �► �� :`, o r ey \"• \ "'�j! i/ �� ` !o \ \\ mow" ~ O O :r.✓ i e t tt
23.93'14•£ tt1. "' 775.00' 11•[1'31" ttt. 4t' 111. 91' v�� "' ! o O = \ S // �` ce -s \ \\ -' \ 1� c, u.�.e.c.E. h y s `` w I p THENCE N 6 54 53 W, 287.17 feet;
r , r q; r '-► \ F , S sX iso' eY THENCE N 21' 45' 00" W 132.25 feet
14 41 53 E 100.00 s0. 00 110 00 00 151.00 . 00 �, O • o w S / •� .. �o o, \ 55 -. , t• m h
07.39'41"A' 10.91' SPS. 00' 14.11'13• 11.13' 40.78' \ - -� n1 ., p ` r r 0� 0 v s \ \ b \ -- - APVS. 04 -- -- c M
• i r i i i r i i \ • b 6 J'� \ 7� J. _ r: ��'7j \`^ q--- i r - Q ` -, THTtiNCE N 54' 15' 30" W, 200.77 feet;
407 39 41 A' 6L 41 175.00 14 11 13 11.15 34.51 !b / a* ! A ca '19 14 00 E- O t� c 0 THENCE in a northwesterly direction with a curve to the right, said curve
71.01'01"E 19.50' ,0[5.00' 22.56'37" 90.10' 45.11' 0 0' y iX \ .b /S •� �' \�'` 1 o. 5U.G.E.C.E, ,( a �`
7°•477'477"E 1479.39' 115.00' 11.51'37" 110.11/ 55.11' 1 OrQj°E � y � e ��g `y �\ et SS ��' ti \•/7551 , �" �1 w "' � ♦ O '�
having a central angle of 39" 26' 37" and a radius of 595.00 feet
23.21'36"E 46, 93' 325. 00' 06.36'05" 46. 91' 24.54'
j0 0 ►► l \ J' 13 O g g t
,11 v •16 + m O �•
d� a distance of 409.62 feet;
14005'49"E 129. 17' 275. 00' 27.10' 01 " 130. 391 66. 45' N : E. \ , titi'1 C" `�
\ ,�� g1 cp , � \ 8 � �w 1 THENCE N 14e 48' 53rt W, 360.35 feet;
09.46'36"A' 104.66' 325.00' 16.31'55" 105. 110' 53.0?' � a � k, (a Cif W. • t tr
\ \ - �� 146•. ,Oj•E' \++o \ 1 \ m �} o o =� 1 THENCE N 0 30 40 W, 96.79 feet;
?1.14' 47"E 117. 62' 525. 00' 12.51 ' 48" J1 T. 87' 59. 10' •�
P1.14' 47"E 106. 4t' 475.901 12.51 ' 48" 106. 64' 53.55` o ct°'e (� �' j6° 11 r o `►� M \ O • t "
' 15.51'43"E 135. 93' 350.00' 22.11'41" 136.19' 61. 91' � O ` � 6• j0 � N��uGE�E � esp 119.Op� � z "\b. �'\ � `g�� 105. 00' I Q` THENCE S 89 29 20 W, 16.70 feet, •
" r o 1 ^� / ,01•E C`�C�. \ ,��• O n ., A � �_ THENCE N 0 30 40 W, 300.00 feet to a point in the south line of Bethel
P5�51�43; 154. Sr'� 400. 00 PPS 7�41r 155.65 76. 12 ` o wN j,�,sl\-`rL�( O �y /1 It V p \ yA� \ ;S S (!'14'00"E I School Road (35 foot width R.Q.W. );
51 106 OPE Ptl. 83 $05. 047 42 31 57 117. 03 119. 07 •.
51.26'02"E 115. 46' 255. 00' 42.31'57" 119.11' 99. 55' x ; a PV P+ G� � \ \ \ m THENCE N 89' 29' 20" E along said south line 1545.21 feet to the lace of
• i r i i • i r i i y � \.F- \ � ''� \ � 110' ul � t p
' 19 4I 53 E 96. 59 50. 00 150 00 00 130.90 116. 60 �\ o 2 A i 1 � \ \ \ \,
• r r �, , 6.10i� 1! 0 \ I beginning and containing 45.935 acres of land.
60 11 407 E 96.59 50.00 J50 00 00 130. 90 116. 60 1 \ �' o # a 16-70 gscn�
19.43'10"£ J10.95' t15. 00' 31.15'00" 114. 39' 9s. I1' w Cz 3X - -r p1q. a0j 0 !I \ S�1 lI Ems\
19°43'10"E 213.65' 325.00' 3I°?5'00" 217.91' 113.23' r o BB of r \ \ „ h \ \h O I O NOWTHEREFORE KNOW ALL MEN BY THESE PRESENTS:
03.46' 59 "E 316. 60' 275.001 70.17' 22" 397. 36' 193.59' O , V ti a t q!� S U fJg 140 \ O ti O W ' t
03.46'59'E 374.11' 325.00' 10.17'?P" 396.70' 226.79' o , p1•E �- s �N % s'.� r.�o.14 FCF .z s J'I•4?'.!1• AO \\ \\ I ej ~ h [lin above t TROTH ENTERPRISES,
escrifsedt roCertOeashllORTH ereby LAREtW00DI pSthis t an$addition ting the
' ??'29'15"E 131.12' 425.00' 17.44'52" 131.65' 66.36' jrf•11 0 9'oq S' -0 oo� Y \ I `� `►., property y s
' 06.51'31",' 201.71' 4ts.00' 27•t7'PJ" 203.66' 103.821 N > lc' °� Vic, mss. Q b 4s' v • y ppell, Texas, and does hereby dedicate to the public
Q 0 to the Cit of Co
• i r ' i • . r 1 i ane �0 <� u}`v ES / '�� F rA� `i 1 v• \ \ ~ use forever the streets Qfld U}1\1} eQSGRI@n{s sllOwn het'°
110�14�?9; SO.00� 4ts.00� 06.44�40r 50.09 P5.04ws cs 59 AP9'/ CE. F �tV• V 0. % .r0 v v r� \ \
OS 1Y 15 £ 321.47 375.00 51 56 54 340.00 18P.69 '� �` �.� h I\O N y
' 11.10' 17'A' 106. 33' SAPS. 00' 11.49' 50" 106. 81' S3. I9' . / - -- cn \ ti 2 - \
' 11 "t 0' 17"4' 69. 97' 175. 00' 11.49' S0" 90. 38'' 45. 60' \ ' r / �� ' + / t\ \� \a es \ \
r , , J �' p/ •� to \0
a' �, I a , \ \ 1147.±t " WITNESS MY HAND at Dallss, Texas this day of t 1974.
' is 31etl E tPJ. Ile t7S. 00 47 94 11 tP1. 310 121. t0 . , , �' 6 uki \.
• i r i i • i r i i �- (��-' Q� • E h Q • r 4 �• + �► �/i t is . $ ! 1 00 A'
' 15 110 tl E W. JS SAPS. 00 41 34 11 269. I3 143.104 0► v. 4, ,� S G. / J U 4 \ \
' 1P•St'Pt"E 104. S3' 475.00' lt•3I'04" 104. 74' 5t. 59' \ ill o u .1 t"� �� \ ��C, s, fo GFS \ \ I �i TROTH ENTERPRISES, INC.
' It°14'57"E $0.70' 475.00' 06.07'05" 50.7t' t5. 3I' \ �� 64 �tGw� 1J' \" N pg t� O a*o•�p �� !e �? F ` \ \ (�
' 11.31 1558E $3. 43' 475.00' 06.26' 51" 59.46' 16. 16' \ N J ,a. /
o o• P 0 r s s h I
' 19 09 tl E PP9. 05 515400 105 12 OP 230.91 117. $s ars• }� ti t 0' ter• v, r � � ,
t • i r iIRS.i • 1 r i i W \ e G,
44 90 19 E 019.69 00 I7 t1 3I t97. Ar 116. 60 Q a o- �i/ \ y o'\ ti •gti �ti F f, oo� �9. t \ \ By ;
44.30'19"E 331. 77' 245. 00' 67°26'36" 314. 06' 234. 44' \ O �/,(� .► •6 �s �� ! �' � �� t \ v\ W. T. TROTH, President
' 21.24' 03"E 11?. 68' t45.001 41.16' 07" 116. 47' 92. ?6' 6'. n g5� a ♦ at• o g9 gs� 46
' 14.46' 51"E 133. PJ' 17S. 00' P8.9J ' 56" J34.54' 66. 65' O w �,
' : Sao-
\�I
STATE OF TEXAS 157. 43' 3PS. 0' 2.01'56" 1s9. 01' 91. 13' o �
' 14.46' 51 "E 133. Pt ' 275. 00' 20.01 ' S6" J34.541 6B. 65' \ S� p� mss, r 1 / ` 2
r • i r i i • i a i i V Q' �� .vim h'v / 6 ♦g Q \ \ COUNTY OF DALLAS X
14 46 51 E 157. 49 315. 00 tI OI 56 159. OJ I1. J3 \ / • s. o t
?or �' ® / °� ► BEFORE ME, the undersigned authority, a Notary Public in and for said County
J9 49 07 E 101.41 StS. 00 .174,57,37#101. 18 51.3s, s t ' 1' \
' 05.41'09•£ 57.06' 3,05.00' 10.04'19" 57.13' 11.64' q' tiL W 9•Fs�rs• " //,o ��\a�' 4 .� I and State, on this day personally appeared W.T. TROTH, President TROTH
1 O1.49'API•E 1,0. 00' 3154 00' 01.06'56• 1t. 00' 6. 00' < •' \ L 46 - 1 0 r)) �F AlI known to me to be the
,. � � 4 � ENTERPRISES, INC., person whose nage is subscribed
' 15•S0't1"E 145. 71' 325. 4747' MOSS'"# 147. 01' 74. 7I' v s r L 6s �+ � a 4� G1 �� c, I to the forgoing instrument and acknowledged to me that he executed the
' 13.38' 31"E 39. 31' P4S. 00' 09.12'13" 39. 36' 19. 110'
• r \ a1 same for the purposes and in the capacity therein expressed.
60 3t 11 E 155. 10 145.00 37 00 11 151. t4 01. 99 O \ �► �` 170
' I1•21'11"E 40. 00' 195.00' 11.48115" 40.01' 10.11' a. c+ ✓o y 1 /3S Qj 9` 7,740, SS• GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of , 1974.
' 31.37' 07"E 139. 31 ' 195.00' 75.42' 13" 251. Is' JS1. 54' 6t • ro 1 le I '
09.311311A' 75.14' 115.00' 1S•4t'19" 15.30' 31.93' rr �. �� �' a 9 d',�. q!• / �� 6
' 19.01 117"46' is. 00' 175.00' 03.07' 31 r is. 00' 7.549, g F 15 •3i •' U 40'.� ° Q,
' 01.43'53"A' 17.67' 315.00' 11.57'04" 67.79' Y4. 010' A� 0 `z i �i v I Notary Public, Dallas County, Texas
• 1 i i i r i i fl2NIIItS CERTIFICATE
I7 OI 4! A' 39. 00 DAPS. 00 OB 5t 41 39.OP 19.54 � !� `i o •
X13.41'13"A' I9.Ot' 375.00' 13.31'59" 19.13' 44.03' e� ! N Q� I h I KNOW ALL MEN BY THESE PRESENTS THAT I, A. E. GADDY do hereby certify that
' 06.31'01"E 110.00' 315.00' tl•00'3I" 171.66' 90.53' \s,�. \\ 3t V I _, et x � t y y
rPS•41'33•E 13.00' 375.00' 11.10'17" 73.1t' 36.61' La �9,h •a5 I E f i I prepared this plat from an actual and accurate survey of the land and that
19.10'31rAr lo. 9t' 41S. 00' Ot•49'1,0" 10. 9t' 10.46' tis�a `w�,\,y.' ` 0 1J �9 �.4� ,jj O ~ O 1
' 11•f9'44"A' 9C 91' 415 00' ,poCffI"" 95 51' 41 96' I o I U1 5u.6.EcE _I I
v\ the corner monuments shown were properly placed under ray supervision in
1 00.59' 20"E
67. OB'
425. 00'
11 045'3711
61. 23'
43. 77'
1 30.34'100E
1.91'
325.00'
01.35'02"
9.99'
4.49'
' ?0.021041E
110. 00'
31?5. 00'
19.29'10"
110. 53'
5S. IO'
' 03.03' 04"4'
150. 00'
325. 00'
?6.41 105"
151. 36'
11. 08'
' 27.39'31"A'
121.00'
325.00'
PP032104"
127.12'
64.75'
11.17'131WE
111. 71'
t75.049,
40.01 /51"
1St. 70'
J470.547'
' t3.51't11Y
143.001
215. 00'
30.01124"
144. 66'
74. 05'
' 35•47'06rt
35.63'
325.00'
06.17'07"
35.65'
17.84'
2P•49'S4'A'
110.76'
325.00'
19.31'19"
111.30'
56.10'
06.45' 57"4'
70. St'
3105.00'
12.30' 34"
70. 96'
35.62'
' 33.31'21"A'
51.00'
215.00'
10.31'PO"
51.07'
105.6J'
' 14•,03'56"A'191.01'
trs.00'
Pr*4s,3P#
133. 3J'
67.99'
11.1311 J•4'
107. 69'
t7s. 0o'
&0Z'34'55`
101. 33'
54. 91 '
of •40'13"A'
IM. 00'
t75. 00'
04.35' 01"
110.01 '
11. 01 '
10.13'00"A'
99. 74'
Sts. 001
17.39'11 r
100.13'
50.471
00.51'01"A'
4.99'
3,05.00'
00.52'44"
4.99'
t. 49'
' 27.11 ' 44"E
1. 00'
475.00'
00.57' 54"
1.00'
4.00'
' 10.45' SO "E
91. 41'
475.001
J1.53' 54"
91.641
49. 50'
' t3•t S' S7"E
IO. 70'
515.00'
01.49'11"
00. 11'
40. S1 '
' 16° 50' 02"E
37. 00'
525. 00'
04&,92'20"
37. 01 '
11. 51,
47°20' 00"E
53. 21 '
50. 00'
64.11' 45"
56. 11 '
31. 42'
' 57'40109"E
61. 01 '
50. 00'
15.42' 15"
74.79'
46.391
26.07' 06 "E
65. 521
50. 00'
SJ •SJ ' 5B"
11. 44'
43.36'
' 71.52'5411E
56.402'
50.00'
61.01'0?"
59.46'
33.11'
' 19.50154"E
72.95'
400.00'
JO•PO'03"
T?.15'
36.17'
' 31.07' 45"E
13. 35'
400. 00'
11.57' 38"
13. 50'
41:90'
' 39.47' 310"£
2I. 55'
305. 00'
05.21 ' S1"
1I. 56'
14.109'
' 5904$'440E
11. 10'
305-00,
16.36'17"
11. 41 '
44. 5t'
' 69.15'14"E
109.47'
305.00'
P0.40'33"
110.06'
55.64'
01.511t9"A'
70.03'
325.00'
1P•Pt'14"
70.11'
35.11'
.0_1•01'41"A'
91.105'
3PS. 00'
16.01'03"
91.55'
46.08'
31•t0'10"A'
91.105'
325.00'
16.111't3"
91.55'
46.011
1 47.51 ' S1r4.
11. S6'
325. 00'
Ot•ss'11 a
I6. 56'
I.21'
15.19' 19",'
190. 51'
PIS. 00'
27.11' 55"
131. 910'
Sr. t0'
99.11'25"A'
96. 00'
_175. 001
20.06'16"
96. 49'
41.751
47009'P3•A'
$4. 19'
TPS. 00'
04•10110•
54.90'
[7.411
40.3AP'43.4'
111. t9'
715. 001
01.53100•
111. 41'
51. 310'
31.39'431,'
111. t0'
T,05.00'
00.53100•
11P. 41'
� Pt•411431A'
11,0.t!'
rv5.00'
OI•53'00•
111.41'
51.310'
r 11.34'33"A'
44.511
1,05.001
09.31',00"
44. 57 1
11.19'
f 50154141",V
19. 45'
595.00'
06.41 't1 r
19.4,9'
34.70'
1 42°43'25" A✓
J00,481
595.901
09°41 '15"
100. 60'
50. 410'
s3 �� 110 Igo.00 I v •- - --- - 270. 33' _ _ -- _j I accordance with the platting rules and regulations of the City of Copped
o`sy Tr 1 �2"E AI 83°02'47"E
05 Plan Commission.
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Z \ � h o . .�' I- - - - - A. E. CADDY, Li anted Engineer
.i, -i o o \ ► STATE OF TEXAS X
i COUNTY OF DALLAS
`T `A oO I ° o o al BEFURE ME, the undersigned, a Notary Public in and for said County and
c \�, �0 00 ,f ,�( I o (J o �I State, on this day personally appeared A. E. GADDY, known to me to be,the per -
0.
,i4' \y 0 1060 Ae. \ !30' h2 h '� �,I son whose name is subscribed,to-the foregoing instrument and acknowledged to
N >? c ° �' \ \ ? 9.69' OI
m z - N 69
2 ~I me that he executed the same for the purposes hterein expressed.
I rte•- `'-� _
a GIVEN UNDER MY HAND AND SEAL OF OFFIC thisy o ,1974
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1.
1 • E' m N WN \ \ \ C CC�l I Notary P c, Dallas oun `Texas
E4 m _ \ \ \ N 4 I
r N Glc a_ �C Ct N \lit�a\ \ I
100
70 3
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��•1Q� i9, f v \ \'.� 0�� I APPROVED:
LJ
15 F
uw I Iw a o�\ \o c " II Chairman, Planning aft"ning Commission D,AfTE
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1
64 4 ' me �� I
s �sei 11'14'JI•A' z� \\ ��J. I
-a tAOOWCREE�4 ROAO C61 e��. \1
<" APPROVED: '.•
O N. BB'/4 '38 "E • 401.111
Under round .
Uec}r\e 1500' I \35.0'
i ' oil
9 Z -A fj/d . L ine I L o� 1 \ -*' I C T _^
1 n Cable Easemen�S .ao aid . k \ a Mayor, oppeil, Baas Data
31 30 51 A 131. 94 595. 00 12 43 51 J 32. 21 66. 36 \%.06 I ---�- �Op • E"" ' \ \ 1
1 15056154111V 101. 17' 5S5.001 10.20103" 107. 32' 53. 60' I' \ _ \� W p
1 49' 37' 21 " N 96. is, 595. 00' 09 °16' 17" 96. 26' 46. 25' ' I W I _ _ vi
1 40°32'43"A' 9P. 16' 595.00' OB°53'00" 92.25' 46.22' w I� ,",; I I v 2� �j u? hW �\�
' 31.39'43"M 92.16' 595. 00' 06.53'00" 92.25' 46.22' Q m h 4 u I W ✓ O t0 `�• ,� • ti Bio' O I t
210046i43aA' 92. 16, i - ... ,„„';y,..,.,._.. Ls.txrwx....c., --ifi-;k �•a.-45x..�reikre4+':--;.,, .c:.•�...:.i,;w.i.:4ta... ^,...`�•:.L'345.'itsae.fc,.•e, '^;...[_
595. 00 01•53i00a 92.25i 46.22i I - I a0
16.34'33"A' 36. S1' 59S. 00' 03.3J't0" 3E. 58' 11.29' N !00' I I'n `\ of, -i h I
Y�2
r , . , a , , i � 2o'�iil Esme 31 59 25 E 95.10 115. 00 OT OP OI 95.16 41.64 -,�11. 4S•s5'OJ'f 910.16' 775.040' 06.49'04" 92.22' 46.16' ---- - ra��5.0' 11 .!5 • � r i• ! r i i 50.0'35--���
' 61 51 OP 4' 410. 93 PPS. 00 I o so . ST 43. 00 _1J . se 3s S. BB'/4 3B"W.
71.33' 34"4' 17. Sr' PPS. 00' tt •t8' 09' 11. P4' 44.69' Co 40.9 S�
10.51'11"A' 11.61' 2PS. 00' P2•20'0011 01. t4' 44. 69' _ _ _-
. , r , . , r __ -_�_�OR7W DL
67 01 47 M 4. 64 115.00 01 10 54 4.64 P. 310y-- - - - - -- _ _. _ _ -. : ;" E The existing craelu or excavated channels within the limits of this addition will remain open at all times and will be main-
60.31'40"E 64. 51' 115.00' 21056'40" 65.35' 43. 54' € I hereby certify that the above and foregoing Put of NORTH IMIAMS . tained by the individual owners of the adjacent lots. w,,� �••� S T � ` \
1 70.56'17"E 81. 00' J75.00' 29.07'21" 18. 95' 45.4s, >. The drainage channels are subject to storm water overflow and natural bank erosion to an extent which cannot be definitely A1� A,\.,JOI7 i0N \ O \ AE
' 62.11'217"E 22.49' 50.00' 25.591211' 210.68' 11.54' ADDITION to the City Of Copal, 'I1l�Xaa tyres approved by the City COUnCil Of th defined. 1147 obstruction to the natural flow of storm run-off shall be permitted b fillingorb construction of an typo -
11•11 'PT"£ 53; 00' S0. 00' 64.00'39" 55. 86' 31.25' City Of COppell OII the day' of , 1974. j of dam, building, bridge, fence or any other structure. 7� CALS of Copet , Zex S , hna> khe rlc3Mk io rna\niain }he Creak C \� OF C ppp��\ ,� 7� AS
' 46.49'12"E 53 00' 50. 00' 64.00'39" 55.8s, 31.25' -" T e minim n�=nry• c t T w A , ` ` / 0. `` it
1 61°10'41"E 22. 49' 50.00' 25.59'21" 2?. 68' 11.54' i.;` The miaiaran floor elevations on houses built within this addition shall be as follows: M A?-) S7. \V�• ��� `
' 25.50'41"E 44.12' 50. 00' 5?•21'37" 45. 69' 24. 58' This approval Shall be invalid�y�aW the &Moved Plat for such Addition is �`, / Lot 2, Block 2 - - 490.0 Lot 3, Block 2 - - 488.0 Lot 4, Block 2 - - 486.0 ���L,A�j COUNTY
70.40'23"E 31. 97' 50. 00' 37.11'33" 3-0.541 16. 87' recorded in the office of the County Clark of Dallas County, TOSM Within Lot 5, Block 2 - - 485.0 Lot 6, Block 2 - - 484.0 Lot 7, Block 2 - - 483.0 �
64.21'31"E 310.53' 50.00' 37.51'03" 33.13' 11.100' ,y` Lot 8, Block 2 - - 482.0 Lot 9, Block 2 - - 481.5 Lot 10,Block 2 - - 481.0 7;: O7 -� t.N7 PRISES INC. N DINNER
thirty (30) days from said date of fist approMl. Lot 1131ock 2 - - 481
14°31'06"E 51.44: 50.00' 61.54'56" 54.03' 29.99' ,.5 Lot 12, Block 2 - - 482.0 Lot 13,Block 2 - - 482.5 ^��� No. CEN�CRA.L.
Lot 14 Block 2 - - 483.0 Lot 15 Block 2- - 483.5 Lot 16 Block 2 - - 484.0 c•••! \V
' 54°05'51"£ 61 10' 50.00' 75019100" 65.73' 39.59' 16,
Block
50"E 61. 11 ' 50. 00' 15.13' 38" 74. 37' 46. 00' J. WS MY this day of t ] 9'74. Lot 17, Block 2 - - 486.0 Lot 18, Block 2 - - 488.0 Lot 19, Block 2 - - 490.0
/ 16°46'10"A/ 33.85' 50.00' 39.34'21" 34.53' 11.99' "- � ,.` Lot 20,Block 2 - - 491.0 Lot 21, Block 2 - - 492.0 Lot 22,Block 2 - - 492.0 G�O�� �. \..•��N� INC, N �NG1\V��� J
Lot 11,Block 4 - - 483.5 Lot 12, Block 4 - - 483.0 Lot 13,Block 4 - - 482.5 ^ �/
' 61.36'11 "E 19. t0' st5. 00' 01? •OS' 410 19. PO' S. 60' Lot 14, Block 4 - - 482.0 9 a)\ 1 \�INI�S�..E 1 R,O . ID P.L.L.. P.S -C E.: P• S
73.51'34"E 95. 310' stir. 00' 100PS'es" 9S. 46' 417. Bir' Lot 1, Block 8 - - 480.0 Lot 2, Block 8 - - 481.0 Lot 3, Block 8 - - 481.0 �
04.16' 37"E 95. 310' 5105. 00' 10.105' 03" 95.401 41. I6' A
� 19.22'45"E 10. 10' 515. 001 0,0•16'14" ?O. 80' 10. 40' Lot 4, Block 8 - - 482.0 `�(,I�� �g� 4 S cA.�E.
City Secretary, City of ppaII, Texas
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