1 
N 
W 
M ICK 
Wo 
Z(O 
W 
W 
S 89'00'26" E S 89'00'26" c 
156 50' 'moo. 
S 88'53'15" E RO.W3D DEDICATION » BELTUNE ROAD 
48.54 S 82'41 55 E N 00'59 34 E I (100' R.O.W.) 
11 100.1 1 ' 1 1.00' 
� 427' ' w.l � / RS 1� IRS S 89'00'26" E 464.39' 
S 88'53' 15' F 460.00' ,' o 0 
0 0 
Pa die,,s 4 100.80. \ +� 00'2 E, - -00� 115.12' 1 100.11' 
\1I134.00' 12 „ �.,, o 
N 46'08'26» E 9�p u4 13 101 Un. -SMT ?• s' unL aM� 6' p o 
°n � 10 x39' ROW. OED. 
LA LOT 1 rY,Q�i,fu 
28.18' N N 0i IND x2 $M1 1[i W ESMT LOT N X 4. I > 
N D , CV �� 04 
N �,`1' ''� N rN - 04 1 t IN 91 IBR PG 1 .' 
N ��BL,OCKT� - - 9s -- - 
LAJ ug.� W 1.8197 AC -(GROSS) 
1.6008 A .(GROSS) n � �; N M .0.0"489 AC.(DED.) `•r 
C+1 30' MUTUAL- A((S, _`r �, g•� �° 0.0465 ArL(DED•) u') of '•'' or 
INGRESS k EGk tp b �8 In 1.7708 AC. ('NET) 5. u 
In vIrnM ra 7 Y 1..553 AC. (�) a � Z � MIN. F.F. =580.48 b 1 b x INGRfi�'sLtr 
APPROX. LIMITS FULLY ,� o o - 
T: �'iBF, P. t'.li 
va ee16S� K 4e MIN. F.F. =577.46 I Z ,ARrt,rr. •,wR tr ,:R,M . -14T 
W DEVELOPED CONDITIONS 101 �3e Ac; o o ,><e„c , rr N 
100 YR. FLOOD PLAIN z Z /1S.sa 5.29 •,a7o' 66x24, a1. aveik� -- - �., ;c, 5`-� ,Q»o Su �s w, .R,, /( 
tp' Ip �. 1S ORNG `SM ACCESS ESMT 
9'00'26" E 20.00' , 
ri 0 » 1/ 1, 7.50' , 5 soN • 654' 10' w 1 e 33' �2' 
S 88*53' 1 1 E 2,0.72' 1250' % ' 
w PS 
a I IRF N SWW'21r W 231.99` - .: s 69 90'26• E. n9 4e' T8b 3T / - _�, 
Z ter .2, N 89'00'26' w 729 52' IRS IRS 
23' 23079: S�• S 69'00'26' 241 41 • O 
M X 
23' 1S �� 92.22' a. 482' �� S 00'59'34" W 
• H ; y' / a� i i DELTA - 19+' Ud \� 32.25' O 
�T 30 R.o.w. k RADIUS - 200. 
00 TANGENT _ 35.09 
N F I MUTUAL ACC<_ ESMT v. LENGTH - 69.48' 
VDI. 86/05. - 39622 10 
' W 23 1 Q F �y '�'1°• w PER 
MISSABLE AREA OF 
I• r REMOVAL FROM FLOOD- 
40' AL AGDESS, io 23' /, e�: PLAIN PER TOWN OF 243 5 
rS a \--N 8S'0'26" W 
" 690E � ��,, FOR «� TµivTT7c b nS * EGRESS u) i 8 5 "q rye` / ADDISON 8 $ 13.87' 
VOL. 08'165, PC 3930 
f (0.2282 AC.) O u` ^". 10 •. C tSMT 
. L ��. 
VAR NIDTn z RN'� M� � / R-210.00, 
0 
DRNC. ESMT 269.21' 
41.17' �A.*, S ^ 337• W 94.83• 
5,924 S.F. _ c 139.7x' ,(� \ /VARIABLE k WIDTH FIR 
R.O.W. DEDICATION "' i�, k,~r .- - 134.er - 
IRF IRF' " ' L24 ,13 78' 
. 
i 
to 
0 
0 
0 
535.35' 
W I 237.50' 2e 26 
15953' RF S 09,0J'S4' E ►51.04' 
`�/ - N 14'58'28" W 75.00' 
/ 
Z L. - __. - __ 1�'f- 
SMT 
-I UT1L E'8MT .- 
st'�� w 4n'or 
w.L ESMT. i � 0,00'1 � 4, d► FIR � O � 4 
PROPOSED "� 46■2515 AC. a � �� �/ 
,J 3 MUTUAL ACCESS 26,a 10)d' o BLOCK D 
0 
EASEMENTr M I_ t SMt L z N 'y 
� 4 W W. FSMr J/ 
lV1 1 ^ S 1 TS.1 S'" w 43 e1' 
_ N 1 h �� b__ N 3.5894 AC. (NET) 
h 2°' , 00 
.F ESM, 
O 
1 
0 
O 
Rt 19g 3�' N 
738.73' M 
7 g 49' 3 E N 
.�» k DPW. ESMT. 
N 1 D• 12' 1 L E VOL. 82060. PG. '624 
72.69' 3 
IRS : 
Ln 
LA 
un 
O 
�`Lkh I 
rk 
N 
IRF 
O n I 23• w t.sy ,9x16 _. 
I ', T 
Q � � _1r W,1. FSMT. \ 10•x11 10'x12' --� (,{ � � Q 
Is, 10;x14'1. - 29'37' 16" 0 
Fs ,� d,. 
.Sa. ' J I } 3t)ti.O�" 
�I�ti I� W zl 38 i 1414' .Y 81 ,e j 16.60 L _ 159.26' 
44394' ✓ � ' � 7z.x' fir' FIR � 
ZD 
�Q G' 
bl l " J I ' ESMTI.I � h0 
ori 2 y N RS 
LOT 3 
' , � 4 N 17'07'50' E 
10'x24' BLOCK D 1 l of I "' O 
i I I w.L ESMT 33.98' ��d- 
s 69,09'26• E vS L+ �� 
;IR 
e. 7�" 2000' 1 't b IRS 
' � 22.4079 AC.(GROSS) r � `?' �- a o 
4 RIF 
L`j ��o T.0 ELIC ESMT S e42e'J1 E S 0420'31' F 0.1304 AC.(DED.) ,o" 1 I i N �� 
10 ,024' 15.00' 
. rl 
/ 22.2775 AC. (NET) g, 1 1 I11 ° 
ioy, y'e`s' r �nMIN. F.F. =577.46 
I J �. t4 �t• 
b 
b law �, t h b N 6428'31' 
>< r 1 F 10' GAS '� 499' to Boom FSNT. 
Q j,b V !ESMT 9 W 
,� LIQ io' :I I XII 
Z L4 3 `11, S>?��J, j. M 0 =1 Xn6' 9'09' '� _ ,o' LIEc EASEMENTS --- bl_ f 'j`t, � of ,`• ll - J, 
pts J02 Is: 447.?e. .5' DRNG. k UTIL. ..17' ^x/ ��' R' SgU 10 1 i Fg' �wi`% !� 4} �� L\ 
Z / L=2.78' // 1 1 e ti 
{p 5'.5, U TIL ESM T' / ' 01O 
Rs CO) `O �' E LT. N 15' DRNG ESMT i// C -ORD a 0.0 fff tr s�so' S I I tv 
tv r �?•pe, J7,.S4: w CHb ®RG S 6 00 01r E �_ F4 - I I , ry'�j P�� P(v`r hhp. 
I �S 0039'34• 
W ? Us' lK 
N 69 00'26' W i^ 1 , 
t Z `� w 5 23• W 1?T I7' xi �� 1.60' �) K' I !X4.1 1000 k C) 
+cb.30, �?' 18' �s 1( $1 u7 N 06.37'39• E �. li 10ESMs 
\ f 10' W ESMT 91.2 i 5 / S 00'59'34' W 
8.77 y �`r 53.01'�I �L10 q43�. 26.00' 10'x10'7' 
N ...F '--� 5 '00' 2e' E 514.69 l � Dara . h 
$ 69qw 
$ \ `t;, 1141 7 Y x.74' ,76.t1 { X36 
11 �t -t 
.Z 1 S 26•p9�44+ o m ?7tJ ti' e 'a rp ESMT. ' k 10'x50 �7J' 1 n•�� 0 �4 
RS i- iN' v. i 
Ne N �?'06 3, E 15. z.i' i '87 u' I w.L ESMT. a +s"°o960 L 2S oRNG N 85'27'35 E 2`J S fro 
:tity 11 1 ,RS 1� 9j 00' I 1 2s2.2r '� 54,58` 3�p.o9 - 18I °Y ,�m 128 ESMT. �A Gi 
1� `�'J'2�3 L1� X9'14'04` 
N 24'47 45` E 34• 20•■30' ' jR r 31453 Y . e2.2e• >a� � ; � bd IRs Rs 7. Rm 42.90. 
U��JM1 ! 2s'I,nL �T s'x,s'- 6d ELEC. ,j ­ i, F 
_ 58.49' r� /� R 3 nab. Rs N 81'28' ELEc. N 90759.34• E �� EST S 75'01'43" W 202.33' 
Rs "' ' ,�' 4 Og 25 E 21 w esatr 27,5 s2o �� ' 6 f= 22.91' 
POINT OF BEGINNING °' �a- , o u 80 S S 83' p' S 75,01'43' W 
- N 0341'47" W �'�_ w o ♦ RS 8g.57 
Str• 20.24' �o IM. So o' % 
120.62' • °0,7 a l�p��� RS S 7so,ie • w &- 89'35'48" / '�� •�. �' s Le . S 
7 
RE 1R1 e;; I,' '� � ,,;' & R= 490.00' ti 17 ,fiats .�o 
"�' 4 Y L= 766.24' !�o/99 
N 89'04'38" W N 35.55'23" E LOC!( B4r 1 ti'` �' . x �' 
20.00' +t a ` �' 8 X c, M N T= 486.56' ti if! 4th b • ',� B�. F 
56.88 I td�- s\a• ' J'ti:. 16 
DR== 9s• 5 �� L� �' nh�h% � 'J `°i4!•� � \� (b ' r 3 
112 �/' ` •���(I IR 
S 
3500'0 00S RF 
540.00' 
L= 329.87 1I ' a t ry ,a �8 �� _ .d 4>. 4Tr• t�' y� ' SCREEN 
WAL, ESMT 
IRs /�S ,\� , r i $ ,� p ' / 
0 � � 
1sxt5 
T= 170.26' _ b� 1 a �5 
� 1. 
A' yl /� e \ \ [�� �q 8 2 �- _ x,41 z `1 R�. t FiY- 
C s . A /, f L ' 5 b 15 :.. �j 13 0?° +�r� V •l 1 
e � •IW �10' SS. 
DRNG k o g r'. + 
1<%114f, 
1 �4z� C 8' t �, ESMT a 12� oj s, 3 00•QQ 
d , -V 8 �, �'� c ar 6 8 .,^ ' + S L ETtJ1Y R 11$8 `1 �' . � 7, i 'v �,r. ��(1 4 
h `o ff/ 2J. : 7 g 8 �3 $ •, $ : 0I ag 'p 4 �J 
� Z ^b� '1A�11 IE `U ' �' v -LOC / 
V 
S, ` 5 %p u 
O qor 9Q)� vef 9 0 �`aa - , - _ an 6e' y a r ' �► 
�`� `� � 66 T p1��--' 
qA _ 
K - � 
817 3 L 3e L_ PLACE� �' 
,.,ems �/ 
; j I _Jt L 5' ~ 9 8 �- 1& Q ' 
j 3 I 7.5' v, 8i 10 
14 $ 13 N $ 12 8I 11 8 Q D�•�° _ti �7 
it 
LR- 18854' 
-r 
Ott 
;3, 
R= 70'' 
lEdp (r 80' R.0• W) 'pa, ;1� ► ` L- 1,92.59' 
S.S =SANITARY SEWER AY DRtV" T- 7.79' OWNER: 
W.L. = WATERLINE LOT 4, BLOCK D 
DRNG. = DRAINAGE RESOLUTION TRUST CORPORATION 
® = 10'x10' T.U. ELEC. ESMT. 
0 =ACCESS ESMT. 3500 MAPLE AVE. 
DALLAS, TEXAS 75219 
4 (214) 443-2300 
in, T.P.kL. 
R.0 W. 
A= 272751" 
R= 408.50' 
1,- 1 95,511' 
C.B. S 7628'43" W 193.94' 
A= 2643'56" 
R= 610.00' 
L= 284.61' 
C.B. S 49'22'50" W 282.03' 
LINE 
Li 
0 
0 
W 
0 
L2 
o 
89.00'26" 
E 
�o 
L3 
S 
0 
535.35' 
W I 237.50' 2e 26 
15953' RF S 09,0J'S4' E ►51.04' 
`�/ - N 14'58'28" W 75.00' 
/ 
Z L. - __. - __ 1�'f- 
SMT 
-I UT1L E'8MT .- 
st'�� w 4n'or 
w.L ESMT. i � 0,00'1 � 4, d► FIR � O � 4 
PROPOSED "� 46■2515 AC. a � �� �/ 
,J 3 MUTUAL ACCESS 26,a 10)d' o BLOCK D 
0 
EASEMENTr M I_ t SMt L z N 'y 
� 4 W W. FSMr J/ 
lV1 1 ^ S 1 TS.1 S'" w 43 e1' 
_ N 1 h �� b__ N 3.5894 AC. (NET) 
h 2°' , 00 
.F ESM, 
O 
1 
0 
O 
Rt 19g 3�' N 
738.73' M 
7 g 49' 3 E N 
.�» k DPW. ESMT. 
N 1 D• 12' 1 L E VOL. 82060. PG. '624 
72.69' 3 
IRS : 
Ln 
LA 
un 
O 
�`Lkh I 
rk 
N 
IRF 
O n I 23• w t.sy ,9x16 _. 
I ', T 
Q � � _1r W,1. FSMT. \ 10•x11 10'x12' --� (,{ � � Q 
Is, 10;x14'1. - 29'37' 16" 0 
Fs ,� d,. 
.Sa. ' J I } 3t)ti.O�" 
�I�ti I� W zl 38 i 1414' .Y 81 ,e j 16.60 L _ 159.26' 
44394' ✓ � ' � 7z.x' fir' FIR � 
ZD 
�Q G' 
bl l " J I ' ESMTI.I � h0 
ori 2 y N RS 
LOT 3 
' , � 4 N 17'07'50' E 
10'x24' BLOCK D 1 l of I "' O 
i I I w.L ESMT 33.98' ��d- 
s 69,09'26• E vS L+ �� 
;IR 
e. 7�" 2000' 1 't b IRS 
' � 22.4079 AC.(GROSS) r � `?' �- a o 
4 RIF 
L`j ��o T.0 ELIC ESMT S e42e'J1 E S 0420'31' F 0.1304 AC.(DED.) ,o" 1 I i N �� 
10 ,024' 15.00' 
. rl 
/ 22.2775 AC. (NET) g, 1 1 I11 ° 
ioy, y'e`s' r �nMIN. F.F. =577.46 
I J �. t4 �t• 
b 
b law �, t h b N 6428'31' 
>< r 1 F 10' GAS '� 499' to Boom FSNT. 
Q j,b V !ESMT 9 W 
,� LIQ io' :I I XII 
Z L4 3 `11, S>?��J, j. M 0 =1 Xn6' 9'09' '� _ ,o' LIEc EASEMENTS --- bl_ f 'j`t, � of ,`• ll - J, 
pts J02 Is: 447.?e. .5' DRNG. k UTIL. ..17' ^x/ ��' R' SgU 10 1 i Fg' �wi`% !� 4} �� L\ 
Z / L=2.78' // 1 1 e ti 
{p 5'.5, U TIL ESM T' / ' 01O 
Rs CO) `O �' E LT. N 15' DRNG ESMT i// C -ORD a 0.0 fff tr s�so' S I I tv 
tv r �?•pe, J7,.S4: w CHb ®RG S 6 00 01r E �_ F4 - I I , ry'�j P�� P(v`r hhp. 
I �S 0039'34• 
W ? Us' lK 
N 69 00'26' W i^ 1 , 
t Z `� w 5 23• W 1?T I7' xi �� 1.60' �) K' I !X4.1 1000 k C) 
+cb.30, �?' 18' �s 1( $1 u7 N 06.37'39• E �. li 10ESMs 
\ f 10' W ESMT 91.2 i 5 / S 00'59'34' W 
8.77 y �`r 53.01'�I �L10 q43�. 26.00' 10'x10'7' 
N ...F '--� 5 '00' 2e' E 514.69 l � Dara . h 
$ 69qw 
$ \ `t;, 1141 7 Y x.74' ,76.t1 { X36 
11 �t -t 
.Z 1 S 26•p9�44+ o m ?7tJ ti' e 'a rp ESMT. ' k 10'x50 �7J' 1 n•�� 0 �4 
RS i- iN' v. i 
Ne N �?'06 3, E 15. z.i' i '87 u' I w.L ESMT. a +s"°o960 L 2S oRNG N 85'27'35 E 2`J S fro 
:tity 11 1 ,RS 1� 9j 00' I 1 2s2.2r '� 54,58` 3�p.o9 - 18I °Y ,�m 128 ESMT. �A Gi 
1� `�'J'2�3 L1� X9'14'04` 
N 24'47 45` E 34• 20•■30' ' jR r 31453 Y . e2.2e• >a� � ; � bd IRs Rs 7. Rm 42.90. 
U��JM1 ! 2s'I,nL �T s'x,s'- 6d ELEC. ,j ­ i, F 
_ 58.49' r� /� R 3 nab. Rs N 81'28' ELEc. N 90759.34• E �� EST S 75'01'43" W 202.33' 
Rs "' ' ,�' 4 Og 25 E 21 w esatr 27,5 s2o �� ' 6 f= 22.91' 
POINT OF BEGINNING °' �a- , o u 80 S S 83' p' S 75,01'43' W 
- N 0341'47" W �'�_ w o ♦ RS 8g.57 
Str• 20.24' �o IM. So o' % 
120.62' • °0,7 a l�p��� RS S 7so,ie • w &- 89'35'48" / '�� •�. �' s Le . S 
7 
RE 1R1 e;; I,' '� � ,,;' & R= 490.00' ti 17 ,fiats .�o 
"�' 4 Y L= 766.24' !�o/99 
N 89'04'38" W N 35.55'23" E LOC!( B4r 1 ti'` �' . x �' 
20.00' +t a ` �' 8 X c, M N T= 486.56' ti if! 4th b • ',� B�. F 
56.88 I td�- s\a• ' J'ti:. 16 
DR== 9s• 5 �� L� �' nh�h% � 'J `°i4!•� � \� (b ' r 3 
112 �/' ` •���(I IR 
S 
3500'0 00S RF 
540.00' 
L= 329.87 1I ' a t ry ,a �8 �� _ .d 4>. 4Tr• t�' y� ' SCREEN 
WAL, ESMT 
IRs /�S ,\� , r i $ ,� p ' / 
0 � � 
1sxt5 
T= 170.26' _ b� 1 a �5 
� 1. 
A' yl /� e \ \ [�� �q 8 2 �- _ x,41 z `1 R�. t FiY- 
C s . A /, f L ' 5 b 15 :.. �j 13 0?° +�r� V •l 1 
e � •IW �10' SS. 
DRNG k o g r'. + 
1<%114f, 
1 �4z� C 8' t �, ESMT a 12� oj s, 3 00•QQ 
d , -V 8 �, �'� c ar 6 8 .,^ ' + S L ETtJ1Y R 11$8 `1 �' . � 7, i 'v �,r. ��(1 4 
h `o ff/ 2J. : 7 g 8 �3 $ •, $ : 0I ag 'p 4 �J 
� Z ^b� '1A�11 IE `U ' �' v -LOC / 
V 
S, ` 5 %p u 
O qor 9Q)� vef 9 0 �`aa - , - _ an 6e' y a r ' �► 
�`� `� � 66 T p1��--' 
qA _ 
K - � 
817 3 L 3e L_ PLACE� �' 
,.,ems �/ 
; j I _Jt L 5' ~ 9 8 �- 1& Q ' 
j 3 I 7.5' v, 8i 10 
14 $ 13 N $ 12 8I 11 8 Q D�•�° _ti �7 
it 
LR- 18854' 
-r 
Ott 
;3, 
R= 70'' 
lEdp (r 80' R.0• W) 'pa, ;1� ► ` L- 1,92.59' 
S.S =SANITARY SEWER AY DRtV" T- 7.79' OWNER: 
W.L. = WATERLINE LOT 4, BLOCK D 
DRNG. = DRAINAGE RESOLUTION TRUST CORPORATION 
® = 10'x10' T.U. ELEC. ESMT. 
0 =ACCESS ESMT. 3500 MAPLE AVE. 
DALLAS, TEXAS 75219 
4 (214) 443-2300 
in, T.P.kL. 
R.0 W. 
A= 272751" 
R= 408.50' 
1,- 1 95,511' 
C.B. S 7628'43" W 193.94' 
A= 2643'56" 
R= 610.00' 
L= 284.61' 
C.B. S 49'22'50" W 282.03' 
LINE 
Li 
TABLE 
N 
04'43'48" 
W 
36.58' 
L2 
S 
89.00'26" 
E 
10.00- 
L3 
S 
00'59'34" 
W 
346.57' 
L4 
S 
89'00'26" 
E 
130.96- 
L5 
N 
89'00'26" 
W 
130.96' 
L6 
S 
00'59'34" 
W 
69.91' 
L7 
S 
04'43'48" 
E 
36.58' 
L8 
N 
06'05'39" 
W 
191.81' 
L9 
N 
17'53'37" 
E 
10.45' 
L10 
N 
89'00'26" 
W 
10 -00 - 
0.00'L11 
Ll I 
N 
89'00'26" 
W 
108.00' 
L12 
N 
89'00'26" 
W 
142.58' 
L13 
N 
82'43'48" 
W 
100.60' 
L14 
N 
89'00'26" 
W 
28.09' 
L15 
N 
88'53'15" 
W 
48.86' 
L16 
N 
01'06'45" 
E 
10.00' 
L17 
S 
17'53137" 
W 
25.00' 
L18 
S 
27'04'06" 
E 
53.70' 
L19 
N 
27'04'06" 
W 
53.70 
L20 
N 
88'52'54" 
W 
26.10- 
L21 
S 
89'03'54" 
E 
27.73' 
L22 
S 
85 27'35" 
W 
20.51- 
L23 
N 
0756'06" 
E 
44.29' 
L24 
N 
0756'06" 
E 
18.00' 
L25 
N 
04 32'25" 
W 
4.58' 
L26 
S 
8700'26" 
E 
20.04' 
L27 
S 
49'26'50" 
W 
15.00' 
L28 
N 
4(r33'1 Cr 
W 
68.10' 
L29 
S 
89'00'26" 
E 
22.75' 
L30 
S 
27'27'23" 
E 
1.46' 
L31 
N 
455934" 
E 
37.49' 
L32 
N 
2727'23" 
E 
12.30- 
L33 
S 
8(756'06" 
E 
11.76' 
L34 
S 
80'56'06" 
W 
11.52' 
L35 
S 
00'56'06" 
W 
40.27' 
L36 
S 
89'03'54" 
E 
15.00' 
NQTES; 
PARK k GRFENRFI T e I ONS 
BELTWAY DRIVE DEDICATED 
TO TOWN OF ADDISON FOR 
PARK PURPOSES BY THIS 
PLAT. 
SIDEYARD SETBACK TO GARAGE 
DOORS ON LOT 1. BLOCK B, & 
LOT 1 do 19 , BLOCK A IS 15- 
SURVEYOR/ENGINEER: 
LAVRENCE A. CATES & ASSOC., INC. 
1,200 MIDWAY ROAD, SUITE 122 
DALLAS, TEXAS 75244 
OWNER: (214) 385-2272 
LOT 1-19, BLK A 
LOT 1 -6, BLK B 
LOT 1-18, BLK C 
GRAND LAND, LTD. 
8800 N. CENTRAL EXPWY., STE 330 
DALLAS, TEXAS 75231 
(214) 750-6528 
OWNER: 
LOTS 1 & 3, BLOCK D 
ADDISON INVESTORS, LTD 
131 FALLS ST. , STE. 20 
GREENVILLE, S.C. 29601 
(803) 271 -3894 
OWNER- 
LOT 2, BLOCK D 
APPLEBEE'S OF TEXAS, IN(. 
4551 W. 107th ST.,STE. 10 
OVERLAND PARK, KANSAS 66;07 
(913) 967-4000 
THE LINE HEREON LABELED 'APPROX. 
FULLY DEVELOPED CONDITIONS 100 YEAR 
FLOOD PLAIN" IS BASED ON HYDRAULIC 
MODELING PERFORMED BY O'BRIEN 
ENGINEERING, ASSUMING A CONDITION 
OF ULTIMATE DEVELOPMENT THROUGHOUT 
THE WATERSHED. THE HYDROLOGIC AND 
HYDRAULIC MODELS ARE ON FILE WITH 
THE TOWN OF ADDISON. 
�Zt 
FINAL PLAT 
ADDISON TOWN CENTER 
A REPLAT OF 
PRINTEMPS ADDITION NO. 1 
AND A PART OF 
THE REMAINDER OF LES LACS PLAZA SUBDIVISION - 
BEING IN THE 
THOMAS L. CHENOWITH SURVEY, ABSTRACT NO. 273 
TOWN OF ADDISON 
DALLAS COUNTY, TEXAS 
• 
AUG. 06, 1993 
0 50 100 200 
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