Amending Plat att.to CC 5/10pckC1
ID- 90°00' 00'[..
T- 30.00
L- 47.12
R- 30.00
C2
D- 90°00'00''
T-' 30.00
L-' 47.12
R- 30.00
C3
D- 82° 30' 55".
T- 26.52
L- 43,20
R· 30.00
C4
D- 6° 48' 38"
T- 222.95
L" 44`5.57
R- 3746.80
C5
D= 89° 22' 38"
T- 29.6')
L- 44.80
R- 30.00
'06
D- 86° 37' 54"
T- 28.29
L- 45.¢6
R- 30.00
07
O- 90°00'00''
T- 30.00
L- 47.12
R- 30.00
'08
D: 90°00'00''
T- 30,00
L- 47.12
R- 30.00
09
D- 16°19' 21"
T- 4.30
L- 8.55
R- 30,00
C10
D- 75° 27'39"
T- 22.38
L- 558.46
R- 550.00
FIRE LANE DATA
Cll
D- 90°09' 09"
T- 30.08
L 47.20
R 50.00
C12
D 90° 05' 19"
T, 30.05
L' 47.17
R~ 30.00
013
Da 63° ,~4'14'"
T- 18.59
L' 33.28
R-- 30.00
D= 27° 13'42"
T- 7.27
L= 14.26
R- 30.00
D= 27° 13' 41"
T- 13.08
L- 25.66
R= 54.00
C16
O= 11° 49' 35"
T= 5.59
L= !1.1,5
R - 54,00
C17
D. 10° 49' 07"
T. 2,84
L 5.66
R: 30.00
C18
D, 74° 18' 07"
T, 22,73
L 38.90
R: 30.00
019
D 85°21'56''
T 27.67
L 44.70
R. 30.00
C20
O 90°00'00''
T= 550.00
L 47.12
R: 30.00
FIRE LANE DATA
No. Becring Dist. (ft)
L1 N 52°35' 20" E 24.00
L2 S 37°24' 40" E 30.00
L3 N 52" 35' 20" E 5t5.92
L4 N 37° 24' 30" W 17.36
L5 N 53°42' 31"E 24.00
L6 S 37° 24' 40" E 6.91
L7 N 26° 29' 05" W 15.96
L8 N 63°30' 58" E 24.00
L9 S 26°29'05'' E 51.64
LIO N 66° 53' 00' E 380.10
Lll S 52° 35' 19" W 135.81
L12 S 66°Sy 00" W 368.54
L13 S 23° 07' 00" E 127.00
L14 N 66° 5Y 00" E 125.13
L15 N 50°35' 39" E 47.48
L16 N 22° 54' 00" W 68.67
L17 N 67°06' 00' E 24.00
L18 S 22°54' 00" E 69,90
L19 N 66°56'51'' E 1155.90
L20 N 255° 08'28" W 115.29
L21 S 52°35' 19" W 135,81
L22 S 23°08' 28" E 115,355
L255 S 16° 0,5' 15" E 27.58
L24 S 66° 56' 51" W 172.13
L25 N 60° 04' 35" E 113.87
L26 S 65°48' 09" W 71.06
L27 N 78° 41' 43" E 87.47
L28 S 11044' 15" E 24,00
L29 S 77°41' 4Y' W !87.70
L550 S 66° 52' 08" W 7.05
L51 S 07° 25' 00' E 258.26
L32 N 87° 13' 00' E 25.52
L33 S 02°47' 00" E 24.00
L34 S 87°ly 00" W 70,87
L35 S 02° 47' 00" E 5,86
L36 S 87° 13' 00" W 24,00
L37 N 02°47' 00" W 5,86
L38 N 40°10' 52" E 32.8.8
L39 N 07° 25' 06" W 232.05
L40 S 07° 25' 00' E 191.90
L41 S 74°35' 20" W 327,44
L42 S 52° 555' 20" W 97.67
L45 N 89° 05' 20" W 126,15
L44 N 37°24' 41" W 93.558
L45 N 89°05' 26" W 132.99
L46 N 89° 05' 26" W 68.70
L47 N 57° 24' 40" W 164.16
L48 N 52" 35' 20" E 510.18
L49 S 37° 24' 5!" E 134.15
LSO N 76°49' 24" E 13.77
L51 S 37° 24' 40" E 254.75
L52 S 52° 35' 20" W 59.45
L53 N 89° 05' 20" W 126.15
L54 N 37° 24' 41" W 93.38
L55 N 89°05'25''W 132.99
L56 N 89° 05' 26" W 68.7
L57 N 37° 24' 40" W 40.17
L58 S 23°07' 00" E 138,38
L$9 N 67° 14' 18" E 87.29
LGO S 07°25' 00' E 338.10
L61 S 74° 35' 20" W 148.52
L62 N 15°11' 43" W 69.42
LG~ N 57° 24' 40" W 2,30.05
L64 S 52°35' 20" W 1955.00
L65 N 37°24' 32" W 144.26.
L66 N 52° 55' 20" E 195.50
L67 S 57° 24' 40" E 250.05
L68 S 15° 11' 58" E 69.73
L69 S 74° 35' 20" W 95,38
L70 S 52°35' 20" W 97.70
L71 N 57° 24' 40" W 255.00
L72 N 60° 04'05" E 1t0.57
L75 It 07° 25' 00' W 99.70
L74 N 89° 05'25" W 7.64
L75 N 89° 05'25" W 7.64
L76 N 59° 51'01" W 11.09
L77 N 59° 5701" W 11.09
C21
D- 42°57' 47"
T- 21.25
L, 40.49
R. 54.00
C22
D: 48°32'16"
T- 13.52
L- 25.41
R- 50.00
C23
D: 90°00' 00"
T- 30.00
L- 47.12
R- 30.00
C24
D- 89°59' 54"
T: 30.00
L- 47.12
R: 30.00
'025
D: 82°00' 20"
T- 46.95
L- 77.29
R- 54.00
'026
D= 22° 00' 00'
T: 5.83
L- 11.52
R- 30.00
C27
D: 35°49' 20"
T- 17.45
L- 33.76
R- 54.00
028
O-:54° 10' 40"
T- 27.62
Lq 51.06
R. 54.00
C29
D. 51°40'46"
T. 14.52
L 27.05
R. 30.00
C30
D. 11° 49'35'
T: 5.11
L 6.t9
R, 30.00
C31
D- 51°40'46"
T- 26.15
L= 48.71
R- 54.00
C32
D- 90°00'00''
T- 30.00
L, 4-7.12
R. 30.00
033
D: 90°00'00''
T- 30.00
L- 47.12
R. 30.00
C34
D. 65°45' 56"
T, 34.91
L. 61.98
R. 54.00
035
D. 65°45'56"
T- 19.40
L. 34.43
R. 30.00
036
D: 90°00'00''
T, 30.00
L, 47.12
R- ,30.00
037
D. 555° 49' 20"
T. 9.70
L- 18.76
R: 30.00
0558
D. 54°10' 40"
T- 15.34.
L, 28.37
R- 30,00
C559
D. 51o40'46''
T- 26.15
L- 48.70
R-- 54.00
C40
D= 38o 19'14''
T. 18.76
L, 36.1!
R. 54.00
C41
D- 51°40'46"
T- 14.53
L= 27.06
R: 30,00
C42
D= 97° 28' 45"
T- 34.20
L: 51.04
R- 30.00
C43
D: 6o 54' 26''
T- 224.67
L- 448.79
R: 3722.80
C44
D- 93° 54' 22"
T- 32.11
L' 49.17
R: 30,00
C45
D- 89°50'35"
T- 53.85
L- 84.67
R: 54.00
C46
D- 105°20' 50"
T, 39.34
L: 55:6
R- 30.00
C47
D- 82°00' 20"
T- 26.08
L- 42.94
R- 30.00
C48
D= 90° 12' 57"
T- 30.11
L: 47.24.
R- 30,00
C49
D= 22°12' 30"
T- 10.60
L- 20.955
R= 54,00
C50
D= 90°00' 00"
T: 54.00
L- 84.82
R= 54.00
C51
D- 90°00'00'
T- 550.00
L= 47.12
R: 550.00
C52
D- 101°53' 558"
T- 36.98
L- 53,35
R- 30.00
C53
D: 90°00' 00"
T- 30.00
L- 47.12
R= 30.00
C54
D: 22°12' 42"
T- 5.89
L= 11.63
R- 30.00
C55
D. 89°47'18''
T- 29.89
L- 47.01
R= 30.00
C56
D= 22°00'00''
T, 10.50
L, 20.75
R- 54.00
C57
O: 90°00'00''
T- 50.00
L- 47.12
R- 30.00
C58
D: 74°21'51"
T- 22.76
L- 558.94
R- 30,00
059
D= 90°00'00''
T- 30.00
L- 47.12
R: 30.00
C60
O= go°00'00''
T= 30.00
L- 47,12
R: 30.00
C61
D- 106°27'21''
TI 40.14
L= 55.74
R: 550.00
C62
D. 90°055'18''
T: 30.00
L- 47.15
R- 550,00
C63
O, 89° 58'3Y'
T- 53.98
L- 84.80
R- 54,00
C64
D: 38o 19'14''
T= 10.42
L, 20.06
R- 30.00
065
D= 29° 14'25"
T- 7.82
L- 15.31
R: 550,00
C66
D. 29°14'25"
T 14.08
L 27.55
R- 54.00
C67
O. 38o 19'14''
T= 18.76
L- 36.11
R- 54.00
C68
D_- 29o 14'25,'
T- 14.08
L, 27.55
R. 54,00
069
O. 29° 14'25'
T- 7.82
L- 15.551
R: . ...30.Q0.
C70
D: 89° 20'54'
T= 29.66
L: 46,78
R- 30.00
C71
D- 77° 58'59"
T- 24.29
L- 40.83
R: 550.0Q.
C72
D- 89° 2?54"
T- 29.66
L: 46.78
R- 550,00
C73
D. 90039'06,,
T- 30.34
L- 47.47
R: 30.00
N
RIGHT TURN LANE R.O.W.
~ N52°35'20"E- 48.51'. ~ N65°31'47"E-100.05' ~ $11°06'09"E - 96.49'
Nogoos'59"E - 16.94' N19oo4'55"E- 16.94' S60o27'22"E -16.95' -
D: 1° 30' 39" D- 04° 41'16" D- 02° 47'26'
R-T: 5792.72'50.00, O T'R' 155,24'3792'72' O T'R' 2792,79'68.02,
DENTON~COUN
o ~o ,oo ~o ~
SCALE IN FEET
/ %% o. COPPELL
THE PURPOSE OF THIS AMENDING PLAT IS TO:
1. CORRECT FIRE LANE LOCATION TO MATCH /=,,
APPROVED SITE PLANS. ,"~ :'~.
2. ADD LOT DIMENSIONS PER CITY COMMENTS. LOCATION MAP
POINT OF
BEGINNMNG
1/2'
W/CAP
(N.T.S.)
GROSS ROW NET
NO, ACRES ACRES ACRES
LOT 1 8.690 0,024 8.714
LOT 2 10.144 -0,098 10,046
LOT ~ 0,8~9 -0,012 0,827
LOT 4 2,241 -0,0~9 2,202
LOT 5 1,265 -0,01] 1.252
LOT 6 1.241 0.000 t.241
LOT 7 1.388 0.000 1.388
, g' o~ ¢~> 5/8' FIR
i.. LIO~/ /~ _/-- C62 ~ N ''.~
m ~ ~ ' , ~ 5/8' FiR
~ a/O&B CAP
~ LlG~k xx LI' No. 506
A= 17'47'42' LOT lA, BLOCK d
R= :3804.72' VISTA RIDGE
T= 595.6:3' 2o' UTILITY EASEMENT *'1''
L= 1181.68' CAB. U, PG. 276 ,0~1~ 10i~1 ACRES
DR-KI¢,I'gQ'll'I~ ~ ~ ~ (CAB. O, PO. 278)
~- ...... ~' ~ '~ ~/--~ (P.R.De.C.T.)
CL=1176.9~ ROW OEDiCAT,ON ~ 57.55'~ ~
/ CAB. V, PG. 952 ~ L8-~X~'~Y''~ ROW DEDiCATiON
/~ 4,419 SQ FT OR N X t N ,[~'--'" k // CAB V, PG 952
~ ~S~ ~ .1014 ACRES' ~L'X _J%~~'' /kC ' 2,2~'2 SO ~T. OR
_~ .~C~LOD A ~t ~. d~L~ ~_/~ A~ .0524 ACRES
.~ , .~3 CAS. U, PO. 276 k .~--'~ ~4 /~ ". ~ ~L:3 ; ~ -~ ~ --, ~ ~
CRzS ~ ~' /~ Cq ~ / '" · ~ ~ ' t,~
~=a~ ~_~--~$ -- 15' UTILITY EASEMENT-- .~-';1 ~ // . ~-~ L14~ -~ 4 ~ 'L82~) ............... ~" ~ / ~
0 C41 ~% ',.~' 0~. ~' /-~;." ~ / . ~ . ~" MUTUAL ACCESS x x C8~- ~ ~ ,~ ~ ~m ~L27 ~', k~q~" /_/84 ~ ~ ~ ',~_ ~ /I ~MENT I
~ ~ ~ ROW DEOiCAT[ON r ~4.40 _- ~;- ~ ,~.~ ~ EASEMENT /', ~.~--/]r~E ~ ] ~ ~3 ~ C7~,,~~ 0 ~ '~i ~0"_-~ /
1255 CAB V, PO 952 ~ ,~;~2% .¢ /% ~X'~' (BY THiS PLAT) /'~U~b L59~d '/>. ~ ~ ~ ~ S~~"~L28 .~ ~ ~ u_~'-7 ~ /
' 178~ SO ~T ~R ~ ~ --',, ' % .¢ /- X ,~x~L~~ / ~ L73~ ~¢ ~ ~,, ~ ~ ~~~,~' ~ ~ ~ ~ ~5'~ /
1241 - ~.~ ~ ~ ~ ~~
' 0410 ACRES , ~ o ' ~ ~ L26, ' ~ L~9
, -' L25 / ~ ~ ~C61 , ~ SUR~EY, 4BS .~ ~_-
~ ~, =,=,~,~ ~ ,~ ~ _~,~' ~60'BULD[NO C5~ SET BACK z ~ ~ ~~u~',~ ~
~....~ NO7'35'20'E ~.~ ,~ 'b~-~~- ~ // ./~/x LU, ~ ~[ ~ ,,/~c~] '~., ~I ~-
~ ~ 16.97 ~~.;~ .'~,~42 ~ // / ~, x, ~ , ") ~ '~ LOT G "~'~' 60' BUiLD,NO I A= 15 17 29'
/ ~ ~ ~1 ' / ~ ~ ~ / / N x ~,~ ~ ~ ~ o ~ ~ SET BACK
,, ~ CAB V, PG 952 -"' ' ', X ~ / ~ ~ ~ ~ L39 ' '
%<,, .
L49
· ~ ~ ~ , , C52 ~ ~ ~
N/ ' ~ / ,~ -',- ~D ~/~~_~ ........... ,' ',. ~ ~ k. ~ ~>4~, ' C49 '~ ' ' ~ ' (BY THIS PLAT) ~' ' ~ ,
~ ,~ ~, ~'~. ~~'; ................ , ..................... >~~,~:'-}~ ~. ;'0~ --~ ~ I* ~ "~~Y TH~S P"~ ~' Z' ~15 SiDeWALK EASEMENT
~ ~ -- ,~ ,~,"-/~ ~/ ~ ua, ~X N Xu/- '&,&~ Ub4~ ~ mL62 :~ ~ h I ', ', .... ~ - , I CAB V. PG 952
~ ~ x ~,'--;' ,-'-.:-': .............................. ~ ............... ,'~77 ..... ~ ~ X '¢=~ '. ,/ '~ · ' I~ ~ ~ LOT 7~ ,,' ' ' ' ~-
'AIL
,~,~ .. 4, L~U ~ ~ ~ ~ ~ I~ C47/ ~ ..... F, LOT 1 BLOCK K ,-~
~ ~SEMENT __. ~;'o .' .4' / ~L48 ' 'N I~ N ~ L68~' ' * ~'---- /~5~'~.~ ~Plq ~L32 ', '-, V STA RIDGE " ·
~ ,~O,:.~f~ H EX LUI / CAB. U, PO. 276 ~ !N ~LIE 60/BU[LOING ~ ~) ~ ~1~ ~~ ~ -- ~~m~n ~L33 J~ (P.R.De.C.T.) . ~' i~ (:~ ~¢" '~'
~ , ·-2,~ ~ / , /, hlM~ LAN~ ANU , , x =~ J ~J, ~A~ ~ ~LJ4 ~ F F/~ '{
16.97 ~/2 FIR ~ -o / ~ ,' M CAB. V PG. 952 ,' ,' ~ .... ~ 'U~L~X ~ L37-~ /020 ........... , , ~
CAB. U, PO. ZT~,ABANDO~ED~~ · b ~' -- ~ ~ , , (BY THru PLAT)~ ... ~ ~LS~ X ~ ,~ / ~ " ~-- ~.~ ''~-~ S87~3'00'~ ~.~u . ' ..... 7_;
~"~ ~ X /--- ,' SET 8ACK .~ I ~ ~ ~ ~ ....... X .... ~--~ ..... -:~ ..... ~7~' .... . L~ . -' ~,, ~ ~ ~ ~ ...........
RIGHT TURN LANE R,O.W. x ,~~~',~ ./ ~ {CJZ ,' ', ,, // ~--~--~----~ ~ X ~ X, / ~' ",, ,-',--- , X ,~ ~--~-'~
ABANDONEDCAB, U, PG, 2~6By CTY OF '~~'~-"':.'-~.. ~'..~ ~.".....""~-" ................ -w~ .................... X ~ ~L5 ," C~5 ~// //C30 LL45 ~C29 ~X X LS~ ," ,,"' .................................. C3o~ C57 ~ .."' .~ '~ ' ~--~' : -- _ . ~
COPPELL (CAB,V, PG.952) ~ ~ ' , .' L47 ", , LT4 , L52 / ' .,.-~/ .- -
N, ,~ .-', ........... % X C41 ,, AMENDING
N523520E 248.69 .~ , ,: ~ , ~ SET BACKm -ex~ , -- ~ LL / k , ~,o X , F , _: ~.~ ' X.~ -'~ O' $ I T- 9R~ JR
, .- , ~ ....... --- .~_~ ................................. _~ , _ / ~ ~ _-
" "'' - ............................. ..... o '"' ' v s '
~ ~~.. ~/CAP > ~ C28 L80 - .,, I TA POINT II
· _--.: ............ ....... ............... -t .... -=:-:' .. w
' ................ --'" ............... L~ LL7S ........................................... ' ~ au kg,~ _ ,
/~ ', ~ .......... =~_~ __ ~,~.~=,~,,~,' .... /'~ ........... .~r:~:,'--'~ .............~-~ .........~ __ '_ ~ CL-542.12 ~m~ ~~............. LOTS 1, 2, 3, 4, 5, 6 & 7
OM ', ~ , L20' DRAINAGE EASEMENT". ." / .~E~cu-mu , , %~ .~,~u I~.l~¢,~.~ : SET BACK - ~ ";;;",,~;%~;~' .......
, , ' t .... ~ ~ 30 / , iUA~, V~ Fu. ~bZ _ I -- ~ CAB U, PP 27G 39 5/8' FIR~ --, ................ ~3,01 ~U[~
1 ' ' ~ ', ' :' ~ . / . , J4 J5 ]~ ' ' , ~/C&B CAP 30 MUIUAL ACC~55 bSM/.
' '~ ", ~ '. BLOCK'. M ' . . / ' 31 ' 32 ' 33 ' . ' 37 : c~ .' CAB. V, PO. 952 .... , ,~ ,, ~.~ ~ "~Z~gz~y: '
' ~ H.M.UG.U./.
VISTA OF COPPELL ,, ZONING PHASE iB
PHASE lA ~ ~ PD 149 EASEMENT VOL. 9804~, PO. 66 NOTES~ SITUATED IN THE
VOL. 971~l, PG. 275~ SF7 CAB. U, PC. 276 (D.R.D.CiT.) PRIVATE UTILITY AGREEMENT AND COVENANT
(D.R.D.C.T.) 1.-BASIS OF BEARING~ C.O, WOOLSEY SURVEY, ABST. NO. 1402
NORTH 89' 05' 26' WEST BEING THE NORTH LINE Prlvm~e u~es co~s~Fuc~ed (oF ~o b~ co~s~Fuc~ed)om THOMAS B. GARVIN SURVEY, ABST. N0.506
OF VISTA COPPELL PHASE lB AS RECORDED IN ~he pFopeF~y s~llseFve o~eF ~o~ w~h~m ~h~s subd~vfs~om
LEGEND VOLU~E 98043, PACE 66 (D.R.D.C.T.) ~n ~ccoFd~ce w~h Che ~ppFoved m~s~eF [~youf, Lof fo J.H. DONALD SURVEY, ABST. NO. 1696
~0~ dccess ~o pF~v~e u~l~[es fOF ~he p~Fpose Of f~Fe l~me WMiTRIMBLE SURVEY,ABST. NO. 1268
1/2' FIR W/CAP 1/2 'FOUND ~RON ROD WITH A YELLOW 2.-DETAIL SITE PLAN APPROVAL THROUGH AN service, w~s~e wm~eF seFv~ce mind dFm[m~ge sh~llbe CITY OF COPPELL, DENTON COUNTY, TEXAS
PLASTIC CAP STAMPED 'HALFF ASSOC. INC.' AMENDMENT TO THE EXiSTiNG PD AND/OR SUP mgreed ¢o by Chfs plm¢. Access ~hmll fmclude service
5/8' FIR W/C&B CAP 1/2 'FOUND IRON ROD WITH A CAP APPROVAL W~LL BE REOU~RED PRIOR TO THE mmfm~em~mce cccess. MmTn~emmnce of pF~vQ~e u¢~¢~es BY
STAMPEO 'CARTER & BURGESS' DEVELOPMENT ON ANY LOT WITHIN TH~S shm~l Tmclude Fep~[F of suFfmce fem~uFes d[s~uFbed due ~o
1/2'F~R C.M. 1/2' FOUND iRON ROD CONTROL MONUMENT SUBDIVISION, EXCEPT FOR LOT 4, WHICH IS mmfnfemmmce of or comnec~om ¢o prfvm~e u~ll~fes. Emch HALFF ASSOCIATES, iNC.
ZONED SUP-1211. Io~ owmeF shmllbe Fespoms~ble fOF COmSCFUC~fOm Of Che ENGINEERS-SURVEYORS
u~llfCfes Fequ~Fed ¢o develop fmdfvfdumllo~s mhd s~llmo~ 86~6 NORTHWEST PLAZA DRIVE
3.-FUTURE STREET EASEMENT OR RIGHT-OF-WAY preclude oCheF ~o~ owmeFs fFom commec~Tmg ~o pFTvm~e DALLAS, TEXAS 75225
DEDICATON BY SEPARATE iNSTRUMENT OR u¢~[~y ~fmes or mmfm~mfmfmg seFv[ce fFom pF~vmfe u~llf~es. PH. (214)~6-6200
RE-PLAT SHALL BE REQUIRED FOR FUTURE Lot owners shell be Fesponsible fOF mdTntenmnce of pFlvate THIS PLAT FILED IN
DECELERATION LANE CONSTRUCTION AFFECTING utflltfes within fndiv~du~lly owned lots, CAB. , PG. SCALE~ 1'=100' AVO,2222~T APRIL, 2005
LOT5 3 AND 4
22~CFPOI(REV),dgn
L78 N 64° 28'58" E 43.20
L79 S 64° 28'58" W 46.J3
L80 S 52° 35'20" W 105.01
L81 S 52° 35'20" W 67.70
L82 S 10° 39'11" E 1554.40
L83 S 10° 39'11" E 116.89
L84 N 78°41'48'' E 16,04
OWNER'S CERTIFICATE
STATE OF TEXAS
COUNTY OF DENTON
WHEREAS JACKSON-SHAW / VISTA POINT IILIMtTED PARTNERSHIP, a Texas limited
partnership, and MACARTHUR RIDGE PARTNERS, LTD are the owners of a 25.81 acre tract
of land situated fn the C.O. Woolsey Survey, Abstract No. 1402, the Thomos B. Oorvfn Survey,
Abstract No. 506, the J.H. Donold Survey Abstract No. 1696 end the W.M. Trimble Survey,
Abstract No. 1268 fn Denton County, Texos, beTng allot that tract of land described fn deed to
Jackson-Shaw / Vista Point IILfmfted Portnershfp, as recorded fn Denton County Document No.
2004-65636, ond ollof thor tract of land described fn deed to MacArthur Ridge Partners, Ltd.,as
recorded fn Volume 5404, Poge 5138, both Deed Records of Dallos County, Texas, and being oil
of Lot 3R, BIock O, Vfsta Ridge Addrtion, an odditfon to fha City of CoppegI, Texas, as recorded
fn Cabinet U, Page 276, Pict Records of Denton County, Texos (P.R.De.C.T.), and being more
portfcularly described as follows:
BEGINNING at a 1/2-Inch found Iron rod with o yellow plastic cap stomped 'HALFF ASSOC.
INC.' (hereinafter referred to as 'with cap')at the northwesterly corner of o corner clip at
the Intersection of the southeasterly right-of-way line ot= State Hlghwoy 121 (a vorfable width
right-of-way) ms dedicated by deed recorded in file ~ 94-R0000002, of the County Clerk
Records Denton County, Texos (C.C.R,De.C.T)with the southwesterly right-of-way line of
MacArthur Boulevard (a varlable width rfght-of-woy)~
THENCE South 63 degrees 57 minutes 11 seconds East, along said corner clip a distance of
105.72 feet to o 5/8-Inch found Iron rod with a cap stomped 'CARTER & BURGESS'
(hereinafter referred to ms 'with C&B cap")for corner, said point being on the southwesterly
right-of-way line of MacArthur Boulevard:
THENCE South 18 degrees 14 minutes 48 seconds East, along said southwesterly right-of-way
line, o distance of 95.74 feet to a 5/8-Inch found iron rod with C&B cap for the point of tcngency
of a cfrculor curve to the right, having o radius of 2,804.79 feet and whose chord bears South 10
degrees 36 minutes 04 seconds East, a distance of 746.34 feetl
THENCE fna Southeasterly direction, continuing along said southwesterly right-of-way lrne,
and along sold circular curve to the right, through a central angle of 15 degrees 17 minutes 29
seconds, an crc distance of 748.56 feet 'to a I/2-fnch found Iron rod with cap for corner, said
point being on the northerly right-of-way line of Forest HltfDrlve (50 foot wide right-of-way)as
dedicated by deed recorded in Volume 97215, Page 4849 of the Deed Records of Denton
County, Texas (D.R.De.C.T)~
THENCE South 87 degrees 13 minutes O0 seconds West, departing said southwesterly right-of-way
line and along said northerly rlght-of-woy line, o distance of 313.10 feet to a 5/8-Inch found
Iron rod with C&B cap mt 'the point of tangency of a circular curve to the left having o radius of
837.60 feet and whose chord bears South 68 degrees 20 minutes 06 seconds West, a dlstonce of
542.12 feet~
THENCE fna Southwesterly direction, continuing along said northerly right-of-way line and
along said clrcutor curve to the left, through a centrafangle of 37 degrees 45 minutes 48
seconds, mn arc distance of 552.06 feet to a 5/8-Inch found Iron rod with C&B cap for
corner, said point being on the north line of Vista of CoppellPhase lB Addition, an odditfon
to the City of CoppelI, Texos as recorded fn Volume 98043, Page 66, Deed Records of
Da!los County, Texas (D.R.D.C.T.);
THENCE North 89 degrees 05 minutes 26 seconds West, along said Vfsto Of CoppellPhase lB
Addltfon, a distance of 1,142.02 feet to a 1/2-Inch found Iron rod for corner In said
southeasterly rTght-of-way line of State Highway 121, also being on the common city limit line
between the City of Lewlsvllle, Denton County, Texos and the City of Coppell, Dallas County, Texas~
THENCE North 61 degrees 55 minutes 50 seconds Eost, along said southeasterly right-of-way
tine, departing said common city limit line, a distance of 73.93 feet to o 1/2-rnch found Iron rod
with cop for corner~
THENCE North 52 degrees 35 minutes 20 seconds Eost, contfnulng along said southeosterly
right-of-way line, o distance of 163.74 feet to o 1/2-Inch found Iron rod with cap for corner~
THENCE North 07 degrees 35 minutes 20 seconds East, continuing along sold southeasterly
rfght-of-woy line, o distance ot: 16.97 feet to o 1/2-Inch found Iron rod with cap for corner on
sold common city Ifmlt liner
THENCE North 52 degrees 35 m/nutes 20 seconds East, continuing along said southeasterly
right-of-way line, o distance of 271.31 feet to o 1/2-Inch found Iron rod with cap for corner~
THENCE North 61 degrees 55 minutes 50 seconds East, along said southeosterly rlght-of-way
line, departing said common city limit tfne, a distance of 73.93 feet to a 1/2-Inch found Iron rod
with cap for cornerl
THENCE North 52 degrees 35 minutes 20 seconds East, continuing along said southeasterly
right-of-way line, o distance of 191.86 feet to a I/2-fnch found Iron rod with cap for corner~
THENCE North 07 degrees 35 minutes 20 seconds East, continuing along said southeasterly
right-of-way line, o distance of 16.97 feet to a 1/2-Inch found Iron rod with cop for corner on
said common city limit lines
THENCE North 52 degrees 35 minutes 20 seconds Eost, olong said southeosterly right-of-way
line, and sold common city limit line, o dfstonce of 36.62 feet to a 5/8-inch found rron rod mt
the point of tangency of a clrculor curve to the right, having a rodlus of 3,804.72 feet and whose
chord becrs North 61 degrees 29 minutes 11 seconds East, a dfstonce of 1,176.93 feet$
THENCE In o Northeosterly direction, continuing olong said southeasterly right-of-way line, also
being said common city limit line, curving to the right, through a central angle of 17 degrees 47
minutes 42 seconds, mn arc distance of 1,181.68 feet to THE POINT OF BEGINNING and
CONTAINING 1,124,190 square feet or 25.81 acres of land more or less.
OWNER'S DEDICATION
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS=
THAT, JACKSON-SHAW / VISTA POINT IILIMITED PARTNERSHtP, o Texos limited partnership, and
MACARTHUR RIDGE PARTNERS, L.T.D. acting herein by and through frs duly authorized officer, does
hereby odopt this plat designating the herein above described property as LOTS 1,2,3,4,5,6
and 7, BLOCK A, VISTA POINT II, on addition to the City of CoppelI, Dallos County, Texas, and does
hereby dedicate, In fee simple, to the public use forever, the streets and alleys shown thereon.
The streets and alleys are dedicated for street purposes. The Easements and public use areas, as
shown, ore dedicated for the public use forever, for the purposes Indicated on this plat. No
buildings, fences, trees, shrubs or other Improvements or growths shallbe constructed or ploced
upon, over or ocross the Easements ms shown, except thot landscape Improvements may be placed fn
Landscape Eosemen'ts, ff opproved by the City of Coppell. In addition, Utility Easements may olso
be used for the mutualuse and accommodation of allpubllc utilities desiring to use or using the
same unless the easement limits the use to partfcufar utilities, said use by public utilities
being subordinate to the Public's and City of Coppell's use thereof. The City of Coppelland
public utility entities shallhave the right to remove and keep removed ollor parts of any
bufldlngs, fences, trees0shrubs or other Improvements or growths which may fn anyway endanger or
Interfere with fha construction, mafntenonce, or efficiency of their respective systems fo sold
Easements. The City of Coppetland public utility entities shallot alltfmes have the fullrfght
of Ingress and Egress to or from their respective easements for the purpose of constructing,
reconstructing, Inspecting, patrolling, maintaining, reodfng meters, and oddfng to or removing
allot parts of their respective systems without the necessity mt ony time of procuring
permfssron from anyone.
That the undersigned do hereby covenant and ogree that they
shcllconstruct upon the fire lone easements, as dedfcoted and
shown hereon, a hard surface and that they shallmalntafn the
same In o state of good repair at clltfmes and keep the same
free and clear of any structures, fences, trees, shrubs, or other
Improvements or obstruction, Including but not limited to the
parking of motor vehicles, trailers, boots or other Impediments
to the access of fire apparotus. The mofntenance of povfng on the
fire lane easements ls the responsibility of the owner, and the
owner shall post and maintain appropriate signs In conspicuous
ploces along such fire Iones, stating "Fire Lane, No Parking'.
The police or hfs duly authorized representative ls hereby
authorized to couse such fire lanes and utility easements to be
mafntofned free ond unobstructed at alltimes for fire department
and emergency use.
The undersigned do covenant and agree that the Access
Eosements may be utilized by any person or the generatpublfc for
Ingress and egress to other reclproperty, ond for the purpose of
OenerolPublfc vehfculor end pedestrian use and access, and for
Fire Department and emergency use In, along, upon ond across sold
premises, with the right and privilege at olltTmes of the City
of Coppell, its agents, employees, workmen and representatives
boring ingress, egress, ond regress in, Gfong, upon and across
said premises.
This plat opproved subject to all platting ordlnonces,
rules, regulations, and resolutions of the City of CoppelI, Texos.
'WITNESS OUR HANDS, this the day of ,2005
JACKSON-SHAW/ VISTA POINT IILIMITED PARTNERSH!P
A Texas Limited Partnership
BY:
JACKSON-SHAW / VISTA COPPELL LIMITED
PARTNERSHIP, a Texas ITmrted partnership
BY: JACKSON-SHAW / TEXAS, INC.
o Texas corporation, Its OeneralPartner
By:
Name
Title
NOTARY FOR JACKSON-SHAW / VISTA POINT IIL/MITED PARTNERSHIP
COUNTY OF DALLAS §
BEFORE ME, the undersigned outhorfty, a Notary Public In and
for said County and State, on this day personally
appeared known to me to be the person whose
name ls subscribed to the above and foregoing Instrument, and
ocknowtedged to me that he executed the some for the purposes
and consideration therern expressed ond fn the copacfty therein stated
GIVEN UNDER MY HAND AND SEAL OF OFFICE on this the day of
,2005
Commission expires:
Notary Public, Dallas County,
MacArthur Ridge Partners, LTD
8y:MacArthur Ridge OP, Ir.c.
General Portner
By:
Name
Title
NOTARY FOR JACKSON-SHAW COMPANY
COUNTY OF DALLAS ~
BEFORE ME, the undersigned authorlty, a Notary Public Fn and
for sold County and State, on this day personalty
appeared known to me to be the person whose
nome ls subscribed to the above and foregoing Instrument, and
acknowledged to me that he executed the same for the purposes
and consideration therein expressed and In the capacity therein stated
GIVEN UNDER MY HAND AND SEAL OF OFFICE on this the day of
,2005
Commission expTres:
Notary Publlc, Dolfos County,
CERTIFICATE OF APPROVAL
Recommended for Approval=
Chalrman, Plonnfng and Zonfng Commfsslon
City of CoppelI, Texas
Date
Approved and Accepted:
Mayor Dote
City of CoppelI, Texas
The undersigned, the City Secretory of the arty of CoppelI, Texas, hereby certifies that the
foregoing fInolplat of the Vista Point It, Lots 1,2,3,4,5,6 and 7, Block A Addition of the
City of Coppell wos submitted to the City Councllon the day of ,2005
and the Council, by formal action, then and there accepted the dedTcatfon of streets, olleys,
porks, easements, public places, and water Grid sewer lines, as shown and set forth In and upon
said plat, and sold Councllfurther authorized the Moyor to note the ccceptonce thereof by
signing hfs nome as herefnabove subscribed.
Witness my h~nd this
day of
,A.D.,2005
City Secretary
FLOODPLAIN ORDINANCE NOTES:
8y grophfcd plotting, the Parcel descrlbed hereon lies within 'ZONE X'(shoded) as
delineated on the DALLAS COUNTY, TEXAS AND INCORPORATED AREAS
Flood Insurance Rate Mop, Panel Number 48113C-0155J, doted August 23, 2001, as
published by the Federcl Emergency Management Agency. Zone 'X'(shaded)
fs defined as 'oleos of 500-yeor flood~areas of lO0-year flood with average
depths of less than l foot or with drainage areas less than 1square mile,
and oleos protected by levees from lO0-year flood. The surveyor utilized the
above referenced flood plain information for this determfnotfon ond the surveyor
does not certify that revised flood plain Information hms or has not been published
by the Federal Emergency Management Agency or some other source~
FLOODPLAIN ORDINANCE NOTE:
FIoodploTn Development permit Appticotfon No.
Floodplain Administrator on
~hos been fTled wlth the City Of Coppell
,2005.
Floodplain Administrator
Date
SURVEYOR'S CERTIFICATE
This fs to certify that I, Andrew J. Shafer.,o Registered ProfesslonalLand Surveyor In the
Stote of Texos, have platted the above subdivision from an aotuolsurvey on the
ground~and thot clllot corners, ongle points, and points of curve shallbe properly
marked on the ground prior to recording fTnolplat, and thot this plat correctly represents
that survey made by me, or under my supervision.
Andrew J. Shafer
REGISTERED PROFESSIONAL LAND SURVEYOR
TEXAS N0.5017
NOTARY FOR SURVEYOR
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned authorfty, a Notary Public fn and for
Dallas County, Texas, on this day personally oppeared Andrew J. Shafer
RPLS, known to me to be the person whose name Is subscribed
to the above Grid foregoing lnstrument, ond acknowledged to me
that he executed the some for the purposes and consideration
expressed and fn the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE on thTs the doy of
,2005
Commission expires:
Notary Public, Dallas County,
Texas
APPROVED AND ACCEPTED BY:
VERtZON
ATMOS ENERGY
AT&T BROADBAND
TXU ELECTRIC DELIVERY
THIS PLAT FILED IN
CAB. , PG.
AMENDING PLAT
OF
VISTA POINT II
LOTS 1, 2, 3, 4, 5, 6 & 7
BLOCK A
25.81 Ac e$
CABINET V, PAGE 952
P.R.De.C.T.
SITUATED IN THE
C.G. WOOLSEY SURVEY, ABST. NO. 1402
THOMAS B. GARVlN SURVEY, ABSTiNO.506
J.H. DONALD SURVEY, ABST. NO. 1696
WM.TRIMBLE SURVEY, ABST. NO. 1268
CITY OF COPPELL, DENTON COUNTY, TEXAS
BY
HALFF ASSOcIATES, INC.
ENGINEERS-SURVEYORS
8616 NORTHWEST PLAZA DRIVE
DALLAs, TEXAS 75225
PH.(214)~46-6200
AVO.22223T
APRIL, 2005
223CF?O2(REV).~gn