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ST9301-ES 991209 P.G.C. -1 & 1SE ' ' N 89° 28' 00" E 65.00' x- Fd atop col N 00° 24' 57" W 20 N 00 °32'00" W / / /T s 00 °32'00" E / / / LOT 1 3 15 . 0 0' 1 S 00 31' ' :E 7.0089 Ac. TOTAL (DEED) THE MEDVENE LIVING TRUST .' '? 0.0452 Ac. PARCEL 1 WATERS EDGE PHASE A FINAL PLAT OF LOT 2R (Edward M. Mevene and N 89° 28' 00" E 70 1////// N 89° 28' 00" E 75 ' - 1000 6.9637 Ac. REM. (DEED) VOL. 94144, PG. 2344 `_ m LAKESIDE VILLAGE PHASE 9 Barbaro J. Medvene, Trustees) / / / / / / / / / / / F / / // 7"�T T /r ` T ""_ - • s ,t - PARCEL 1SE - 0.1345 Ac. ESM'T / / �15.Dt1' U /S E N T C / w. D.R.D.CT. • . VOL. 96147, PG . 0011 VOL. 97187, PG 04667 • P -15E / % - -- a5 A(//// , PC .1 70 .R. T.7 i M M.R.D.C.T D 55.00 L6. L / �� Z � � � � OL. 186 / //72 N 89 ° "2T 59" E - / / / 3 N 00° 44' 45" E o RO Os 6 /772///////// • 5.15' ch N 89° 28' 00" E 182.80' , y / '/ / / / 2 / � 22 / ZN �9 82 /2 . _/ / / / / /../ - a) 4 i. 55.44'_ t - - - - - %. IRF - - - EXISTING R.O.W. LINE 'i S 89°14' 16" W .• 455.99' - - - - _ - - - - - P.O.B. -1 r/ CAP 1462.18 49.85' LT. r L`vE ,p ;,u 5P. VA -- - -- - - -- ,,,,7 - -.._..-- _..._--_.___..__ , ,....._... - -- -- _________ . _.. .. .,.... _..... ___. .._...._ W.'_ ......... n ; __""` .J�,w•_...._..... ._._._..._._,,.,., ui „` 0 L'") ' + n C. O. 'I- 3 _ SANDY LAKE ROAD _ _ - ' ..� --' -- r[' -- - - --- -- --------- �-- _--- - -i -- - -- - - + - -- --- -- N89 28' 00"E - --� -- -- - - c ---- L!_1 ... uo _L _Z .' \ -1 � 4 0 ` - GEORGE S. I -GLAND & g`""'' L. & N. LAND CORP. _ .. .�_ ..- -.- o = D :o D 20 0 y.- SCALE 1 "- 20' r;a , WOODRIDGE SECTION TWO n 3a N VOL. 81006 PG. 2252 P.O.C. 5 & SSE-1 Q `' D RDC.T. sr _ .,. -., y ° ..__._._- _. -__. ` - _ ......... .... ...._.. . .. ..... ... .,......_.. ._ _ y ........__._ -;" ... -.._ 2.,Ytl.._. r - _-..{b FF_._. ('w- M 1 S To: no t , 1 S 03° 40' 55" E LEGEND 4 31.63' y ---- �'y - -- 7 - -- wv WATER VALVE , T 0 + -? r .) :' *' `� r c P . 0 . 8 . -5 5E -1 C7 CT ELECTRIC BOX N \ BZ fs` f." . u. it w P. 23. C ° R MR LEGRAPH CABLE ,; t K ' ffi N H6° 19' 35" E M KE /aLE AA1ER!CAN TELEPHONE u,{'' 1 58 34 30 L T _ _ .. / i 5 sn_ __ ._. _ z a D }7 s 'GV GAS VALVE 1. i t '`' C' _ 3 },�z � o ° o .nii .r' �1 e . {r '. ; i - OHW - OVERHEAD WIRE `' .WI Y SEWER MANHOLE `;zv .."`'rq` -<C2).03 / 7M1wuii.., I SS M 5 TM w > 0) SIGN \ J _ POLY VINYL ChLORIOE PIPE 24 "RCP P.O.C. -3 -- P.O.C. -3SE ® 0 P.O.C.-6 & 6SE a T 24" REINFORCED EDESTALRETE PIPE I & 55E -2 ... PW _- / ¢ PP LI POLE AND w T E ;sit1-1 EL EPHON P OLE � ;. w S� w LOT 11 LOT 12 I ? TWELFTH NCS REALTY CO. KIM6EL ADDITION CENTURION TRUSTS aSP.V SPRINKLER VALVE og r z - > -' v ?_ , VOL. 77213, PG. 0999 VOL. 86154, PG. 3780 �1 a a u u Jv °e� VOL. 85121, PG. 4330 M D SANITAKY SEWER CLEANOUT ° O oC ' O ' =a 3 0.4300 Ac. TOTAL (DE a' 3 D.R . D.C. T. � _ Z 0.0396 Ac. PARCEL 3 Z t` m m WM WATER METER 10.42' �m q 0.3902 Ac. REM. (DEED) c] p � - O ' ' P.G.B.-6SE • T.I. hon° M1 TELEPHONE MAVnrLE us ? PARCEL 3SE - 0.0081 Ac. ESM'T z o OD;. . ,� 0.4530 Ac. TOTAL (DEED) _M I" w 23.84 (n '�; 0.0323 AC. PARCEL 5 z rn GTE MH W - GENERAL TELEPHONE MANHOLE '' I 1 72.29 LT. S 49° 09' 44" W I o ` ='� e I (] a oM N / o ON, ° " 'o N 89 ° 28 ' 00 " E 0.4207 Ac. REM. (DEED) / 3 ,n L : ° x a x 2' K . o -B i 5 .06' P A RCEL 5SE -1 - 0.0110 Ac. ESM'T w O r) m 1 i . GUY cur WIRE 15.46' B > ° 0 • o a } S 47° 03' OS" E ® I 9 i! _j ■ i i O c,r ? o - M P.G.B. - 3SE PARCEL SSE -2 - 0.0011 Ac. ESM'T 0 1, . ra O b / n = 8-PVC 17.$6' B" m Z ° po ® o, c ' � & SSE 2 j u - Corner of Overhead o f r r r 2194.95 I - O S 4° 03' OS" E TREE ? x G�i 65.00' LT. 1" °� J 0 F o 14.SS' G" _ S 43 } 09 2 I Cover Is 0.2 Ins(dC -.._ .{ 40.00 d � Pro osed R.O.W. L� , ` : 'C "' N 4 ° G9' G9" E i O I /x" STEEL REBM SET (SRS) 24" W I P N 89° 28' OQ" E 0° 32' 00" E r1 O .� Illlj 2'7 7J ' Z m to • f ° 1G 7.35 - ` - X „ X , • CUT ON CONCRETE 0. ' ;.49 GG' N 89° 28 00 E 129 75 .. i ,,, = " " >? N 89° 28' 00" E 115.17' ti -.. -_. ._' �E 9.9 �d 51` O '2 �° .i4.10' I Y "w n{AC; : 4•rve - - - r. - , !RF ,F.,:,.0.8._6 O O a 0 I S 89° 16»47 W 40.19' 89°15' 36" W 140 19 p 0.6.5 .,/,/,R, 4.14503F >•* s v ^i7 1 1 & EXISTING R.O.W. RI . LC CIP '4' a p P.O.B. - 3 O 20 55 85 45 71 .v .- Y I i 44.63 "`LT. pp av'Y a a ` § . ( . _ - - _ - -" -- '� �;., 4.; I °''''w ctv i .. ,� f 4w 3"'-- -. - ` . .-. ^` , _,.° -. .d r - *v • 0 w - -- - T rp -I.- - -•-ti 1 o f = - - - - r = 24331103. L ' - a4 „ s I t , s O - - - - _. I Ni- Lai '4N _ - _ r SANDY LAKE ROAD - -� -- - - - - 2a - - - - - - - -- ■ -- = --- - - - - - - - _ _ -- t - - - - -- _ - - - -- -- i 7- - -- - -- ----- -- E - -- � - - -F-- - - Z 20 10 0 20 M -_- - SCALE 1"- 20' C p iri Wv . r / j V) ._- 00,iY- -.....______13% U1 r. i ccsao ^asr+.... .»r, _. w _ _ .._. pry;._..._. -_ ._- .._... ... _ ero..�. -.- .rW . ._...._ . _ a,,,. _ am 53.011 - ate - ._ _..._ _. i ' D a N °•28 00" F 1 > J x P.O.B.-4-1 074.E + 25.00 ;c\' °' P.0.8.-2 I �( "(^�"� 1952 15 t 20 47.85 N 89 28' 00" E 1 � I No .1 REwsoN 1 BY i DATE ' m i 55 00'RT. 25.00' - - EXISTING R.O. LINE - ,,... COUNTY TEXAS 55.00 RT. t< - -- - t . -- OF DALLAS, W t 0 , I 3 L. & N. LAND CORPORATION I DE PARTMENT OF PUBLIC :WORKS 33.10' S'04 34' 45" E _ d 15.00' _ V S 57° 27' 48" W WOODRIDGE SECTION THREE , GEORGE S. HILAND & 20 . 00' _ fr) 28 23' VO 8 118 0, PG. 3301 w J SA 0 , 4 ; a I. Z re ; i fT a LEY L. & N. LAND CORPORATION -- I - RI MAP �y �o D . R . D .C.T. �" °fi 3 �, . J 11 S' :' WOODRIDGE, SECTION TWO w ■ o dN PROPOSED R.O.W. LINE D g ', ti ,, t:. #+ `W"Sx` HT' . OF .WAY 81006 , PG: 2252 w p d H 1.9781 Ac. TOTAL (PLAT) D.R_D.C.T. ° 3 ' c a n 0 ", p ° 1,4.00 0.0043 Ac. PARCEL 4 -1 m SANDY LAKE ROAD l 3.3746 Ac. TOTAL (DEED) 26 , -- - -_ _. i __ ._ 1 _. O ..... . .._..._ -y - - 0.0171 Ac. PARCEL 4 -2 w FROM Ma cARTHUR BLVD. TO. TRINITY RIVER BRIDGE 0.0057 Ac. PARCEL 2 a.z ! i 1.9567 Ac. REM. (PLAT) + DESIGNED- 0RAWI ED J.F. L.A.SP . 0000- SCALE- DECEMBER 09, 1999 FILE - 99050- SHTI 3.3689 Ac. REM. (DEED) 1 P.O.C.-4 -1 1 ) ••_ APPROVED CHECK 1" 20' SHEET 1 OF 5 P.O.C. -2 JAMES B. PREWITT 3 VOL. 92006, PG. 3339 N 89° 28' 00" E 116.68' LOT 30 (T1 .000 Ac. TOTAL (PLAT) - KIMBEL ADD0N 0.1250 Ac. PARCEL 6 0� I N 00° 32' 01" W a I - N 00° 32' 19" W D.R.D.C.T. (////// // VOL. 77213, PG. 0999 4.8750 Ac. REM. (PLAT) `O b ° ' o V 5.00' N 89° 27' 48" E 150.02' 9.98' 1 M.R.D.C.T. PARCEL 6SE - 0.3498 Ac. ESM'T -7 Q i a , o & W n _ N 89 °27'48" E 125.00' / / / / / / / / / / / / / / / / / / / / / / / / / /// N 89° 27' 50" E 177.16' z / ///////////////////////////�11� / / / / / / / / / /// / / / / / // //r/ / /lak . . I�i� / / /// / /////l`/N�'�9/z7/7 / 9/l� / /// / / / / / /1 / / / / / //l 5 89°16' 47 W 692.95' — — ` EXISTING R.O.W. LINE gq s Alit <; ,;AT ... 'Nti FR 1, tl vA CI _ _ ::. -: z..,._ - ..- . —.,... ._ CD .46 : € § i < WA:. r:••r' .. . *: \ _...._. �.._ _ ...��.,.::. ^ — ___ .. _. :sm .. .._ _ .._._.__rysw---- ._...._ '"— °"°r>r,. O tT� a' . L ' - qt 0 _ NNNN, INV 20 10 0 20 k. ODIC SCALE 1 20 SANDY. LAKE ROAD + -- - - - - -- ----- +----------- - - - - -- —' .h ____—__ __.---4- 1...._,,...\_ zw..2,,,v„ ___ 2 ..... J 0 O I— Ln ''''.. ''''\_ _ _____ L ____ atv STEEL REBAR SET ? ; z 'rae esoRe <. _:£ .1 >. c 8 ;• > c °;m z, i d LEGEND — -- —_ :L :LiAC T MT`f___ r — -- -- -- R 1 p °57'09 �--�� _ L 95 0 .00' TWY WATER VALVE EXISTING R.O.W. LINE i � x . , 779 94 ' ❑ ci ELECTRIC BOx } " ° --.._ ,. ✓'• ~" q 1 ]0 e7 r ' "E o ATyyT E CCABLE AMERICAN TELEPHONE U' W : j fi 1 1 � 4. A' rGVARKR G p K aLLEERAPH CABLE CO Z LJ D - 16 ° 04 3D i , J 4 — OHW — OVERHEAD WIRE Q n .93 E Q 1 6 ;e/ / SS MH o w 262 p0 29 ' S LOT 31 /�1 ` ry N 8g 4g / // // ® SIGN t c� R 3 � 0 -" zs�'"- / SAN ITARY Y SEWER MANHOLE „r 405 L - S 8 w `- I , \ + C •B 261. / / / ;., G � P " ` .• l ' /�. —_ 2D•RCP 2a" REINFORCED CONCRETE PIPE ;;� �' {{ y.±� ' C'H / / / ;' v �~ ° •• ' 0 PELc TELEPHONE PEDESTAL �vv ; / ED 1'`S ,' t� l,. T-.1- r / // 6�2 _.. �w �,. / / / / / // g„ VJ PP LIGHT POSE PND F j gj f�av@ / 14 • ti' "yfi' n 2 8 ,. , _PP POLE 5 F. O6,PG 3 / / / / / / ‘ ,649"•14 6' 4 " ' i ..,., �'�.'p ]2 7 , i ;:e SP. VALVE SPRINKLER VALVE AO o G 1 / / 8g C.O. cLEANOUr 0� R LP _,.; _ � ,,. 101 '^• �l O• O N� 6j1 / / f� C.T+ / / / 5 WATEh MER � 5�1 / / / .cK ." w ' T '' "' GENERAL TELEPHONE MANHOLE p / / / Fz 114 87 ° 00 yM � \ r , .✓ '. Q _ 3 7° 02' S4 + O --. GUY GUY WIRE MI E 116 // // /// /// C e - ; A 4 6 - � `y .� ., , y . .. ? .... - �'"` ■ 8 49.6 _ �� - - -.- .- ...._. . - •- �`� - `'° V = VC 8" POLY VINYL ChLORIDE PIPE tO N 8 28 00 / / / // / C1 t� .„.;„--.-->"' ,s,10'''''''''' C.B. 5 S 7 00' 33" E _ TREE 9 ° // // �<,. _ 540,1D' �"" -- . -tip.. 2' (SRS) f. / / / / / / / // / / / .. 6 9 2951 . . _ �p L A v tit RO CH __ _ _.._ - _ - - - -+ - -_ —_ X X 0 / CUT ON CON °1 6 r r 1 // / 5 47 O O P 5 69. 20 �6 ° �_"- ... . . 2 3 ° OS' 07 --I , . �. _ $9 ° 2 ���y, \S \N ^`. r �,.,,."�' 04° 22' 57" EXISoT IN R.O.W. LINE C H 225.60,._.04,.. -u_ ss U . R 532 .47 C 221.09' I-- ,, E /i --- ---‘--a -.fit -.. ". - C.B. ' 40.73' o S, 44 "tom B. 7 - -- _ 43 0 , °:." Q -/ .-.••'• s 09 00' 48 i. CH - 40 72' �} 5 79 ° . r - 47' 4 -2 ,•_� RT. O 2° 04' 18 . 552. P .O.B g 1 0 - LA 43 O 0 - / / :,r `""' "' '• o L - 86 1 86° 01 2, E 44.82 RT. , ~M ,. P R R - 30 31' 16" W zo m o 20 C H .86.8 opo ED R.O.W. // •, �� ",... --' •_' I — o f '+ '911. S N.E V. 2D A. w LINE C.B. C.B N C - 3°4'36 4 r • ET --f - r r �„ ".. -- 1:nE 1 0 57'023" . j+a �/ // / // J DU E IN � // / / / / / / / / / / / ✓ 0 ..r' -cx`" O / , . ✓' PROPOSED Z R 4 OZ / / / / V OLT98194r PG. 4718/ / / // -, ,r - - o / / p.R.D.C.T p -- 1 o C. N 77° 02 06 / / /// kxl r / j " 9 3 Oj H . 41. 02 ' / / / / / / / j j j / / / / / / .r ' 0 ...- - 12 0 2' 03 " <'� (� � Y, / / / / / / .6480 A c. T OTPL (D l ED) / / / / / /// '80 281 R - 7 s 1 � 4 . J.. 4 N / / / / / /, pAR EL 8 -2 / / /// y / 0 ,4 407 Ac. V :,;'."=-" N L - 166.98' . ., 40 11 W scn ��$ O A�:1 o i / / 0.0 Ac. C.B. ' N 84° 36 REM. (DEED) / // / �x / / ° 02' 0 ' D 2 ?2 r f j t / A7� C�.� / / � / 34.1186 ' 1.8974 Ac ESM' � ` \N E t . nom CH , .,,,. c� R �, p C.' ,� O j PARCEL 8' Ac. E5M'T / , / B A._ z > / PPR .0.1723 .G G ROB' L . k N. LAEND ___ .. TT r �� S 8 T 7 a � / / / /PARCEL 8 2 i / / / / / /// INC. aEVaioN r o , EX� WVn R: PC.T 3301 0.0043 Ac. PARCELl4T1 O\ O> y j3 qq A 4-4c. T O 2 / / / / / / / / / ��s� / /// COUNTY OF DALLAS, TEXAS 0.0171 Ac. PARCEL 4-2 � �.., > t^ /�° �r1- 1. 9567 Ac. REM. (PLAT) q Rp Cq( / / / / / / / / / /;�'' '� !�!�a. / DEPARTMENT OF PUBUC WORKS QFM P� �FFO� o 0. �N fw, ` �, °° l ^nv � / / / / / / / /%' / / / / / / / / / / //// / RIGHT OF WAY MAP CO 1:. d;4 ° �� F E: t * ,,6,46 / "r, n'� ° 0 -4 2 - 715.00 45° SANDY LAKE ROAD p. R - 715.00 4 FROM MocARTHUR BLVD. TO TRINITY RIVER BRIDGE P.�•C• 7 L - 254.94' C.B. - N 63° 42'00" W DESIGNED- DRAWN- L.A.S. DATE -. DECEMBER 09, 1999 FILE99050- SHT2.DGn CH - 253.59' APPROVED- I CHECKED- J. F.P. SCALE- - 20' SHEET 2 OF 6 Z 1101 () 1-I,0I C ; S - 4 � . - J / 0 1 ' 1 ,n 1L KATINN NOLE P.O.C. -999SE V OL V DIVESTMENTS PO. ••.:..• - C, ' 0 VOL_ 6b23, P0. 1314 2966 •.,✓.� _ I DAD.C.T. ;E DR.D.C.T. P.O.C. - 104105E - •�L 0.5000 Ao. TOT. t0 ®) •� 0.0430 Ao. TOTAL 1DEED) ASI4WOOD MAT. P PHLLPS BLL E k SIfLA \ •� L p 0 .0114 A PA RCEL 9 = 0.0133 k PARCEL 16 VOL 3 P0. 739 1. 7 - 1 1 - A • to• 51' 09" "Y ' t ,CAT. VOL ett45, Po. 1606 VOL 92Tt9, P0. 4 R • 99.94' PARCE REM. WEED) PARCE Ac. 1EEM o DAD.C.T. DR.D.C.T. V L - 179.94' PARCEL - 458 • 0.2L•0 K. ESYT S 53 46" E PARCEL loSE • 0.1260 An E51,•t ry 8 _ R - • To � L P.0.8: 125E C.B. - 5 58' 54' 37" E 28.55' • � ,; 838!1 ic. PM�A •'� P.O.C- 12,1258,134135E �/T}/��'' o � el /c. /u.TTFBT 0.7020 An TOT. ,: aa• J8•18 477 _ - - . h,. - ` 1 r� CH - 179.67' r / ASP O B -105 10 P d LOSE-P. Ii T , 0.0^9 ...PARCEL tt 80.00' LT. y O.OttO b. PARCEL U -.•�• �" LLJ 1 / / / / / /D /�/, / j / / / / / / / / /BF:sv �Tf' • P.75P, Aa. REV. (0 ®, 4 � c p• 53 06" E t 7 q 0 . 5 024 K PA R. (DEEM PARCE 135E• a EWT PAACELIJSE•0.05]a.•. ESVT i i "�a1 y; S6 (O�g 35.44.88 _ / y� P O -t1S 100 (1 AP"- :(15°F / // /T-+ / / / i � / / /// a _ //7/ / 0 3 .5 2 / L / /.� / / /// . •' / / / / / '�' -^' / , �/ ` L• 3 30'34• / / / / / /// / / / -7 _ J o � S 2 0 F w •- ��P 5 2 4 a' ,.. ] ..tT/ N 51 28• N 53 . 29' 0 W 122.12' _; _-- t4>* -+- N. 53 30 08 w 115.21 - - N • • 53 47 W 49.5. %• re N 53 100.0 ' %° w • 9' 100.10' . .... ........_.__.. ...._.- .�os- ......_ -.- - ,. P.O.B -9 P.0.8.-10 ""T2Z.77' 35.43.44 36B 44 P O.B. -tt aa+1a '_ • - ) O 49.98'LT. 49 971. -Y. '' ss 38.08.35 3 '""• D 37.08.5C - �` j 50.001T. 49.751-1. y i } O O O h { 9M1 I vo1. 4Y r 17 4. N I { B 3 � i e i In N 4 J ,1 - - -- ( 9 1 ) • - - P'3 SANDY LAKE ROAD 6 m b b 0 b Z. C I: 0 x Q F- EL n t i+a • X 2 awas Em'iic R. o.V.LIF %• R -/7023 9A• - .... _ _ ... / /� -- / N 3 9 G CD 7-7-7-, / / / / k aac.�/ I )1fl i -iii / i / LEGEND r /_ / / //7/ / /// P, 7 / / / - 22'04' 10" / /// /')",(////// / / / / / // j / / / / / / / / / /// / / / / / / / / / / / / / / / /// Twv WATER VALVE R - 795.00 / / / L 306.25' / / / / / / / /// / / / / /// / / / / / C.e._ N 84.31' 16" / / / / /// / / //• / / /////////////////// 0 � ELECTRIC BOX CH 304.38 0, C / / / 340460 Ac. TOTAL m ®1 A MARKER LECRAPH CABLE / / / / / / / / / / / /// 0.O6R7 Ac PARCEL 9 / / VDI.. 96104 P4 <7� / / / / / / / / / / / / / / / / / / / /// AT T ABLE K � TELEPHONE / / / / / / /// S.nne A. REN. O)EED) DJE.D.C.T. rGV / / / / / / / /// / / / / / / / / /// P a ARCEL o-LSE o - Le974 Au E E !Is / / / / /// // / / / � / / / / / / / / / / / / / / / / / / /// GAS VALVE PARCFL R -LSE .0.1]33 Aa Fl4PT / / - OHW - OVERHEAR WIRE / / / / / / /// • : 20.2s'4s• / /////////////////////// q / / //////////////////////////� /J ® SS MH SANITARY SEWER MANHOLE / / / / / / / / / / / / / / / / / / / / / /7l'"'"`�' % " 7 / / / / / / / / / / / / / / / / / / / / / / / /// SIGN / // C.B.? PM 3.• / 24'RCP 24" REINFORCED CONCRETE PIPE CH - 253.59" / / / / / / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / / / / / / / / / /// 0 ' O E TELEPHONE PEDESTAL N 5r 29' 06" W 757.58' ` E ��%.(� ( / APP 7 POLE (� 0 4 e l,y° _ „ . ` r V a SP. VALVE SPRINKLER VALVE 80067 P0. 3071 1NICT = 0 PATSY A N N PFlP8 1 P..... SA ei7l 7 CORPORA 14 1 w � '•° a ET v" b!`$.- P.O.B.-18&185E y w f � J o SANITARY SEWER CLEANOUT VOL 9t68, PO. 4590 VOL J V - r a if 1,o b WM WATER METER DR.D.C.T. ��Vii I I 3 D.RD.C.T. 0.537• A4: TOT. (DEEM DALLAS OW CLAN ; RE7( BROOKS P.O.C. - 144145E P.O.C: 15,155E.16416SE 0.02ee A <PARCEL a VO tla B , OOIC3 7 T•I•P� ^• 0 .ssso Aa Tor. tDEEM 0 Otto Ac. TOTAL <o VOL 860.52, P0. 0612 61 • TELEPHO�!E MANHOLE 5 S J• 29' OB" E o °� 0.0138 Ac PARCEL H o 0130 k PARCEL u 0.51013 A< RFAt (DEEM DR D .C.T. o DR.D.C.T. L. 0.5314 AL LEM 100.02' ") PARCEL $SE•oA (DEED) 9ET P. .26.7 P- 4 3. AR E ` + A ' -� n P.0.6. - 18SE 40.26.79 0.5962 Ac. REM. (DEEM 41. PMOEL 185E -0.1329 b A M GENERAL TELEPHONE MA4HOLE GTE 1 ' �� s 85.00' LT. �: o P'wcn 23 - • ' can .. s - 0 1 .- 1 558 '? - 80.00' T. - td N 43.72.37 1�17 1i - /iii] i . 29' 06" E • 5 33 Or sYYS 41 73 OG' .41 ii n ° n 75.0C' LT. -1 GUY GUY WIRE h A 53 38.87' S w L 5 53. 29' 06 E 228.70' t 5'33• O8^'T69'7i r.. 1"' 1 4. S N ly 4•••`' A ' / / / /// T / /// t / // / ME , .. /. / Ir 4•':. -:I �iI� = j 6 •' 'PVC 8 OLY VINYL ChLOR(.1E PIPE 4 -)/ • .. , • • . .. ,- 'At _ /7 , . _ . 2 • • . E .A / i19I .:Ty -.i2P • �� � � trli W O Vii' STEEL REBAR SET (SRS) 44+ 5.28' 5.42' 538' 1 . '. _ _ 4.7 . 171 X X CUT ON CONCRETE `{ -•/ /�� • . N 53 10" W 113.4 ' % R N 53 35' O6" W 113 65 0/ .V 53 06' W 235.76' ' SO V g 0...r., R O LiE .....- ...... _. n • P.0.8. -14 P.0.8. -15418 ,__..._ _. _._.. 43 71.3 0 '-"'" 40.21.93 - ' 41.35.58 , - - - -- - •""' f 4D.B8•LT. O O -^ �•'* 48.71'LT. 1 1v 1a* 441.019.T. ° ` co h G i f t R fey / �"'. -... n n / D ' SANDY LAKE ROAD , % // / Q . '^ . -.-.•t _ -., - - - - - - - - - • '^ . . C b L E%6TNC RP. W. LNE '. // =- stiaE. r 39 O.B. B-TT Mkt E)OSTNC RAW uc ...__.__,. .. .�..._.__._ __._ �._... - S 53 ". E ,._ 64647' •• ' - ]4•Pf.IeO. crP nfi 79 y„j 40) EJI o / / /� sE rf R.CW.o. i 7 r / 7 / 7 / / / / / / d3° i'9' de" 41 / 777.21( / / .' ' 54 7 / / / / / / / / / / / / / / / / / / / / / / /// / / / / / / N / /// / / / / / / / / / /// : // ' / / / / / / / / / / / / / / / / / / / /// / // / /// / ////5/9/////// / / / // / / / / / / //' / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / //t J P.O.B. -flsE N 53.29• oe" W 300.O0 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// 85 :00'RT. / / / 34.e480 Aa TOT. M ®) 3.0800 n TOTAL �E 17 / / / / / / / / / / /// VOL M1M, M. 4791 / / o.omi ARC e- / / / / / / / / / / / / / / / / /// ': 0.47 An PAACn n L9453 A. BEM. =on PAREL D.RD.R T REM (DEEM /p� C 175E - 02 I. 06e EIfT NO.I REVISION I BY - I DATE / / / / / / / / / / / / /// / / / / / / / /ice,. 34 a- 11e R 2SE • A 1 0.1723 ' EWE / / / / / / / / / / / / / / / / / /// OTT DF TE%AB //////////////////////////////////////////////////// Y VOL.. COUNTY OF TEXAS DEPARTMENT•' "OF PUBLIC WORKS N 53. 29• or w 757.58' P.O.B. 6 -158 r, �,_ 42.73.89 _ .rs- ; i�•,.,. '> ST. JAE INC. 135.00• RT. c .. , VOL C.T. A. RIGHT CJ ' WAY: MAP ..r .V R YM P.O.B.-8-1 171.17 SANDY LAKV:ROAD AktitTRat.CY NO.. 83 FROM MacARTHUR BLVD:'TO :TRINITY RIVER BRIDGE DESIGNED- DRAWN- L.A.S. DATE,; DECEMBER 09, 1999 FILE99050-SHT3.0GN APPROVED- CHECKED- J.F.P. SCALE- 1" - 30' SHEET 3 OF 6 R7EpXtpB4RDpGp1 : TEXAS POWER LgHT ANY VOL LAq ppWER �- ( �t -b' _ 7. D.R D.d. J707 L. D B7 PO. 0827 \ )7 :?.;, T . TFI,GORPORATE \ C01PAN1' /�', / !/ �(�, b•dp 295.1 b. TOTAL m .1.0700 .. toTK D)QD) 68°712 976----- 0. VOL 48O P0. 593 O LL I ,Y (r 2050 b. PAR » o.an.. PNtm >o P.O.C.- 19,195E,20i205E DJLC.C.T. 0.2723 b. REM. OEE 56.16' 4 53• •29 [ 0.4349,.. PF7/. EOEFD) iv P.O.C.-21-1421-15E 0.9430 ,b. TOT N. OEM /� BO,( �] PARCEL 1a - 0.1120.�.ESMT 5 53. 29' p6" 5 TL ' PARCEL 193E-0.00139AGL'T 0.35]7 AR- TOTAL O) ®) p O.Oaat I!. PARCEL 21-1 1 . 9 ■ '� ( ,p� "r 7) / 7 / ) / .�,L P.O.B.-19 5E Si ; .1..1170 An PMm 20 P.O.B. 21-1SE p1 0.6964 lc REM. WEED) T I/ l -3 i 205: 0.5241 b. REM. ME E 47•97.41 PARCEL 21-06-0.0562.4. ESiff z // /// 15•C° S4" W 46.9 0 P7R 2osE- 0..1439 ESYr 73.•• LT. n 148.23' �9' OB" E z'2 ,A 9' 06" 1 2' 75 LT 5 9 • .: • • g. Q n • /,r, l / / / / / / / / /x / / / / / /�" � 4. / ..*4-41r / / , ' / / /. `"` ID / • ... Art/ 1 - 5 • .3• 9' ••6•• . 0 / A&ii 4. - .• - . 01 53 ^. • , E/ ]730 / / /, S �2 _ l 0 �' 5.03' 1 - - - - N 53'24'39" W 202.19 N 37.43' 8577E ,. O ~ r p N 53 13 20 W 128.01 ••217" W - - N 53 1S' )9" W • 127.81 O O . , r . , P 0 4 7 02 D 7 P. f BB21: 1p 0 O °o 03511110 R.O.M. uc `°' 4 4130' LT. i 4237227. n j 1 co .F . 1 .r z A: _...__ -.. _ _... SANDY ;LAKE ` ROAD . - 1 W W _.- ._.,.. - t 7777 -� F -- -- '- r-- -- -- - r - -- - 1 - - -- I .x 11Z. 1 1 . - s - r l . - 1 P.O.B. 21 -21A-2 O y , n 1 i 49.11.44' t 39.44' RT. & ammo 0.o W L - Y 5 5 32 OF" E 250.21' t ROW lf€ w• S 53 31 40" E 131 05 5 53 3 91- - 3 9 , .. .' 3. •.0 _ ., .'; ..W +, 1e1i1 r ..1 `I:ay ' --;,•a.•. _ • ,�,r '9. LEGEND / /� ,5 �y7 / � [ �' / /,�- v / //,.Tf� / .� J as _ - / / / / / / / / / / / /K"r Q 4 //// ://-4 W1 ;!' // / if / • -'' / / / //V / / / / /A / / / /�i� - .IP TWV WATER VALVE / 4 - .' ' 1 t 4 n n P.O.B. 21 -2SE W 95.78' E3 EI CT ELECTRIC BOX N 53 O8" W 300.01' ^-• "°' N 53•29' 09" W 250.20' 1y• - STA. 48.16.39' 99 34.40.1 s. T RCE :- .01.'11' LD• - z I i . ..: '4 75.00' RT. a AT47 CABLE NAERICAN TELEPHONE 0.17 . PARK m 0.4407 K PARCEL a-1 ' 1r J v P.O.B. 8725E MARKER 0.117494 M 7 M. PARCEL T7 7 1 O.oea7 b, PARCF.1 e - 2 ST. �• • R 46.17.68' , S, .1 ! AR., rRm 2 ®1 MAR MD�,FELECRAPH CABLE 1-2 As. 19453 A REM. (DEED) 34..66 .. REM. (OEM) WJL 99f4 PO. 471 85.00' RT. 18.4520 .. REM. (DEED) , GV R PARCEL 175E -0.2066.. EAST ' PARCEL e- 15E- 1.0974 04. EWA D.R .CT. _ PARCEL 21-25E-0.0944 As- SY ET CAS VALVE PARCEL 6 -25E -0.1723.. EMT �1, OF GOPPEIL, TEXAS - - OHW - OVERHEAD WIRE GJt VOL O 336 n "' x�. C v a SU�$I.T $• 1 P.O.C. -21 -2 ( {T C p1(+ Yi SS MH C.T.• _ . nlikn O. s P.O 8 725E VOL 4594, PO. 302 • SANITARY SEWER MANHOLE ° D. D.C.T. - SIGN = 241RCP 24" REINFORCED CONCRETE PIPE 'TELE TELEPHONE PEDESTAL PED l.00 02* FL wN +` "`me fi P?' 'F+' `Hnw2`k:'Y PP IGHT O AND 'B Ug 9• Ws 4 .`r i A . t§ A.Ci P4 . O., �ELEPM LE POLE ..- 7 J. 1 J6- ,. PE TER PA E6C ate. VALYF SPRINKLER VALVE a P --"), A 011 S J 10.567 .. P ont .>:p1 ' VOL 7 P0. 0373 1.00]3 b. PARCEL 2• 6 • 35 34' 30" D.RJ7. �. T. 111120/ . • 17.8554 A. REM. A 0 9 .58' 3 9 " P MCE1 245E - 1.!797. Dart R • 945.00' o C.0 SANITARY SEWER CLEANOUT � R 920 C.B.5 72 48" E T WATER METER 5 53' 29' OB" E , I' / / / // / 114.75' / .' n d O µ i N . 15' 31" - 2 9 1 Y 255 10" E CH - 577.37' /// // slepOns L41 /F' / • Op•, MO.DO' - / // • N TELEPHONE MANHOLE �•� L . 7 7 5 „11. , / / / / /// / / / / / /////// / / / CTE MH 0 GENERAL TELEPHONE MANHOLE R , OB. i �� ' E f / / / / / / / / /// , / / //` / / / / / / / / / /// // r �F'?� O - GUY GUY WIRE C .7 &51 2,„ 2 H • 7 5 J • 5J .. 8 OA ' B ' , 7 . " 71 0�1 5 AODYE sup 0 8 "PVC 9" POLY VINYL CE�i ORIDE PIPE E 14 O9• CO. x ,:; � � A / e - 35 , ,. . • � , " L ' 9,� 0 TREE CP _ ., _ R - 58 7 0 5 0 ' NT • OB. 7 4 j 88 0 ^v v i N SJ i J • 20" CCtt�- 577372 46" E o �•la" w. O Y2" STEEL REBAR SET (SRS■ ' W '.„72,,-,...„_ n _ `ma W 0.6 ) 4 1 "X" CUT ON CONCRETE 747 .7 3 ,7, 45 ',9„ - M - a ^_ ._.,.___ - \ 2 `''''''"'s-"-%7;"-- R }7 3 'P x \\ -. }} I N 5 . , �` •r_ 'e"- ._'•-- .....ry,.. y uE' ` AF. y /fin / / /. ? 2 5 2 w ' - f, .,. " CH NSJ• O 0.3,W � 'E `J 9' zj••w e a - _ + �4 = �• 6,P _,. . ✓ �'y 0 N 5J•0 27 ,..? P.0.8-:- 9. * SAN - _.... - - + --- - \ -- - -- ,-- ..-' -- o -- 11 - * .. 2L 8.50 ^ / DO 72 35 E , 7) je epr p3 LAKE �E _ s V [A� .•s' p. -- c 20 .w 55 E R ° R N 53 26' E ROAD A 9� p _.. _ - - , - - - A•. ,-- rxr:.. Ar 212 .57• RT . ► Lao- 9. 92' /L 5 p �9. , -- -M� P • 5 .__ s ..+ `" � J p . 52 48 . 5 6 3 _..- - 3{313 Sc ^ ^.' we' 6 9 7 J ' J • , O 4 10 47" ..A.".. -""''' 0 ,5', ' .. :.. !.Jd , P.o.0 - - 2J a N 12• *44 6sm .. T9rA_ gun R r . 4 3, G ,. „ - L2 5 E R r u 4" 36 • 2 W . bPNKF 24 )11,_ C$ 8 's 4'Syi'r R 21099 w C �• ��' r y. y' 4> • 1 510 - "•0.2. • 47" - - R bim..vun J '� Prom `' v . ' r ' � f . ....... qi 2106726 4p�� # ' • 22 .83' o5'Jr ,, 2 LL 45 8. 25 R 01. 1; o,,., . � �. - M UE 'Z 00 . ' / // / W A .pp C4• C,B 7 ,3 2 30.78 l .64310,4) 5 51.51 �� do ,,,,,, R _ • 9 38 „" C♦7 • N 6183 RT . - . C C. . B ) ire 7 E5S•00'RT L--Ficar 10.5000 .. TOTAL MUM r " p 00 00 ) , 3 7 4 35„ 4w_ J �• w r now L 1 6 • `'6 34. i 0.°4042.1 0 ..'= 21 -z R d • 4 L C B ' '^ k £ 5 53 . 3 7 19" E ) p 1_ _ JS" ] T 0.03 - / /// / M 8; ' 2r 45"-w 85 b REM. 0)EE S • 7.00• J4, . �- I r GI 2 w 5.90' ou.tT ' 17 ' 2. /// j //� •�15 / // PARCEL 21-25E 0.1180bE9MT • • ih Op PI %3 - 63 2T SJ" .,,. - 7 -tw ro 6 i, :1Y ti, w. � / • ` O ' / // • N 9" L . 83 . 5 7T. p' 5 E / a ' / R 10 OD• S � / I �p p p p W A E N�1' i C71 27444 46• 6.78' ' ! °-: 9 4 •. � �A gMMC I / ' / / IL 4'� PO. 3 ,..,.....N.5 8 29' 50" W.. V ,✓• �.� , _/ // / r"✓ / ,. J ., P . /' - g . 53' // �, y 6 ry .. J ` � I / /// / )// / 47 V DR.D:C.T. 2 t P O B 7 - � + t � • '_ a 49 4405 ! Q 0 ' 0 DON P e f0 w � r" ' .e, 'sc . R 378 ' � W � y.,, � 85.00'RT _ KAREN E R „r^ t fi r - f` r, ' L - . BO , p 19" RyER E AS90CNT .� A- 4 G yyy + VOL 9414 PG. 0321 ,• y ..t1 p ppyNlAp{LL pLQp7y E1 �1 O. C'8 . y7 6 B6' VOL 1964 A 4! . a "'- D R D.C.T. - - - DJF DRD GT' � YN2 ! C� .r . 1 Loi 12 r "" R , t P.O.B: 27715E W CH DV[27'LS - .... n 1 100( E,"' 1L0T0(KE- : 03 em ..TO <CKC3 `-'f;Z ersi•" s Y 52.03 040101 .. TOT.. (OEM ) s ` ti tir aM' -- ' - 000J .. PARCEL 2z l L d 3 , � r' - B0. • 0 Ac PARCEL 25 3 95.00 RT 03407 A9. TOTAL COMM As. REM. WEED) ` I 2 a 1C 6y , 14 03601 In REM- (CKCJ 'n PARCEL 225E 0.0166 A - EWT C V I b C 7 .'^ !^' CO - -' •a TRACT t � . '1 y r - 0.M57 Ms PARCEL 27 -1 ' `5 - •7 ' U8Q t , , i 3 PARCEL ® MEA1T 19 Ian . RIVER ROM �mae b. PARCEL 2 '`�, ill VOL. p3j 143 P.O.C. L 26 0 ¢ ' 1 A R CS .. E • 0 .007 W , . v o NO.I REVISION I By DARE DRD T P Mm 235E .0.0072.. MT \ YsdaWV ' A.. 7.2]2, M.1DTAL SAT) . R t111 - 9 '�'� � "" COUNTY OF---DALLAS, TEXAS � x a.00m ze ,4 P.o.c.- z7- 1 $-EQ L.nzo ..REM.wLAn ASmTOY L :w. BUS '. ,, Qo -- /'.�Ia� L v uE DEPARTMEN1. =OF PIJBUC" WORKS C C RIGHT OF ;WAY MAP SANDY; LAKE =ROAD FROM MacARTHUR \BLVD. TO -.TRINITY RIVER BRIDGE DESIGNED DRAWN L.A.S. DATE,. DECEMBER 09, 1999 FILE -99050 SHT4.DGN APPROVED- CHECKED-J.F.P. SCALE 1" • 30' SHEET 4 or 6 EAST 250.53' (� EAST 400.00' /' / / / ///////////7//// / / / / / / / / / / g'p4711 / 5Oj/ --4 ' 10 i/ C(0 // / / 5 �p 8 " / ' / / / / / VOL. 93 / P v // / / / / /// / �L J 0 / / / / / / / DR 0373 . / / /// / / / / / / / / / / / / / / / / / / / / /// / / / / / / /// 5 / /O / /CH /- !39.99 / / Y' / / / / /////////// 18. . Ac. TOTAL (DEED) / / / / / / /N / / / / / / Q/ r LT� j / /,( / / / / / / / / / /// �/ 4 � / / / / / / / / / / / /// 178554 Ac. REM. (DEED) / /// \ E / / / / \ y �� / / /// 7,97L 1 / j/ / / / / /// 7711c / / / /// // .8 - 7 4 f7 / / / / / / / / / / / / PARCEL , 24SE- 1.1679 � / / / i ?J \ / TC / /// / / /k / / /// 7 lID ST G R.O.W. t L / ) G - .3 Ac.ESM' : 63 7' /////1 ///// / / / / /////////// / /// ` s <, : ,., : z <. .. ... ,. e r tik , .. - aA :-, e , ? . . a , > , . ,,. . F ., : roe ?,v.,+. , a s , t` Y'.'q £e ,s. > ,. a -",c-..,.-... s . > ,'> a ; � � '' ,fir.: �,� �.,,w.... ,. - � �- „ . . ...,,.,. ,. , .,, � ,. F . Ala i . .:.: _ .., , ._ :..,� ._.. .... ._ �, ., . w. 3-, Q eN. _.._ ,,.,« ............ ...._._ N 89 53'41" W 1149 OS' . - -- ........ -....------0-' �ROPOSED_R -Q.W. LINE. ...._ _ _ . p O a) O " O . E . 1 LO e. & in in S ANDY LAKE ROAD lit J A- 10° 55' 47" b b W O 20 10 0 20 -R -- L - 210.99' 7106_06.. �......._......... - .__._.._-_ < -- -- .._..._._._�.._.... ......_- ._ .... .................. Z _ ,,,,, `-) J "-- - E 20' V C.B. - S 84 26' 40" E ``- --4- SCALE. , CH - 210.67' -°"- 1 - � . 4 670 93 EXISTING R O.W. L INE " EXISTING R O.W. LINE 11' Tree ' _ Q • 1 — r S 89 . 5 41.34 F 195.38', --- Tr — _ _.. _... _ 3g4 " .„. a .. � . e � � � � � � S 89 °5 k3 e S 00 °22' 48 E _.. f' N °04'54" E s� ° ! �� s LEGEND .,,, 0 f:: ‘: �� " ' ` p 45 ° 10" E c ,1 , t' v ixia ` t 4 S ; 56 44 " E - _� 0 7 r WATER VANE / � �/ t . xra �>, Y r:: >.. .4F `,,,. 4`` ...: - r , .> a' ... 1.1 5' 0 i / / eN0R S SE R. .W. NE - _ .... 1 // / O A O CE - 2 I E, s i, T, g o Ai T T ABLE AMERICAN BELEPHO)F _ _ W> T • ,7. ` 1 ` T POP E R.O l l�E / 7 ES /677/.0,e / / / W // /,- ._e:, A . P / / /' / / / ; \ \ ` f A 'tl. H�YI ° AhKE 2 4 Ac E (D • 17' 0 1 V / / / / / / / / / V , , i / / ,4.3810 /Ac. 70TAL (DEE F N / CV AMERIC N TEL H CABLE P - C 27 SEq„4 ' / / /// 47 A / / / p p (, /�J, � ma 1 w A �FJd J `{ //� la, /jF' 38 /,5ccc". P CE 27 H CI��P/Jy O IN cAS vA1vE / / / // �1 B. OF IN _ID / . 8 ./ 81 L / 4 / / / ° / / / / / / 11' 1 ( W �/ M �/ / O S M SµRARY SEWER MANHOLE y}(L es FJ // 17JJ �` / / / /// VOL PG. 1277 / / f / / 3 8 _ SIGN I D.R. D.C.T. - � �; / / / / / /// // / /// /// {/ �F.,r , � 7///////// / T AC / / // J 24'RCP TRACT 1 — ' J r ya � L � u /////////// / / / / / / / / / / //////// / / / / / / / e P�bE TELEPHONERPEDESTALCRETE PIPE A - 19° 49' 04" _ WEST 120.40' S 00° 13' 00" W D N 00° 13' 00" E WEST 710.91' X 1 1 I ELEPHONi POLE R - 1095.00' -�x 15.86' 15.44' L - 378.75' r [. iv, SP VALVE C.B. - N 80° 05' 19" W .. l fi ): E. �( 31s.. ";3 t .: d SPRINKLER VALVE I 4?� CH - 376.86' a nh '(.� (� s ( i, 'C L 11�}-UE�1u ,,r,} o SMATARY SEWER CLEANOUT ?,:: 3 1 l • OWM WATER METER • T.I.pnon. MH TELEPHONE MANHOLE EAST 400.00' • GTE MH //////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// . 1 SOUTH 5.00' / / EST 312.50 / / --f GUY CUY /// TELEPHONE MANHOLE / / / / / / / / / / / / / / / / /// 18.1.8587Ac 0033 Ac. .TOARCEL 2TPL(D / / / / / / / / / / / / /// //////// //////// / /, / ////// � 8 "PVC B" POLYVtNYL:nLDRIDEPPE P t is " ' /) , , / u/ / / / / / / / / / / / / / / / / / / / /// 17.8554 Ac. REM.(DEED) / / / / / / / 3 =.�� / / / /// VOL.93037PETER .PG.PARK 'i L 0373/// . ,`44 {` / / /////1 TREE / / / / / / / / / / / / / / / / (( //( / /// / EL4S 1.79jc.SM/ / / / /// 1iir' / /; / /// / / / // / / / / 7// L / / //////1 0 1/2" " STEER REBAR SET ISIS) ////Y / / / / / / / / �` / / 77 / ) / / 1 / / / / / / / / / / /E /T/ A / / / / / /Y / / / / Z._ / / / / / / / / / / / / / / / / / / / X "X,. CUT ON CONCRETE O __._.__. _- _._.;;.& - - ; , - t „ <; PROPOSED_ R.O.W_.UNE. N 87 73'41 W 1149.0' - - r £ 0 _ t t p O '' 0) o O co t z SANDY LAKE ROAD W 20 10 0 20 0 = O I U) J SCALE T'- 20' `n O /. EXISTING R.O.W LINE I0 _ Q __._.__ - _ /. _ S 89° 54 34 E 670.9 R . , , NO .I REVISION I BY I DATE i ,,,, , . , , ,,,, ...„,,„„ ,,, ' / ''/// / / / / / / "- ,ROP ,O. SEDRW/LINE3 / /// / / / / / / / / / /y1+Es� / 6�7.e6' /; / /r // / / / / / / / // /////////T//// COUNTY OF . DALLAS, TEXAS //////////////////////////////// / / 1 DEPARTMEIVT<'OF PpBUC WORKS / /// / / / / / / /// / /// / / / / / / / / / / / / /// //� 3 .3810 . TOTAL (DEED) // //// / / / / / / / / / / / / / / / / / / / / 0.3876 Ac Ac. PARCEL 27-2 / / / / / / � j Q� ////////// /DONALD HUFFINES AND /r s r / ,w / / / / / / / / / / / / / / / / / / / / / / / / / / /PARCEL 27- 25E- OE6416 A / / / / /// / `2 / / / //, VOL071 PGN277 // _ X , r , C 5/ ' RIGHT OF'�VI*AY MAP . D D .T J SANDY LAKE ROAD / ////// / / / / / / / / / / / / / / / / / / / / / / / / / / / /// T / yam / / /// / / / C / . / / / /// /) / / / / // / / /// FROM MaRARTHUR'BLVDETO 1999 RINI RIVER D BRIDGE / / / / / / / / / / / / / / / 1 / / / / / / / / / / / / / / / / / / / / / / •" -rte' / /' '' /_ / / / / / / / / / /_ / / / / / / / / / / J / / / / ! / / / / DESIGNED- APPROVED- CHECKED - J.F.P. SCALE- 1" 20' I SHEET 5 H OF 6 LEGEND _, WATER VALVE O E ELECTRIC BOX o AMARKERE AND GRMHHCABLE ,CV 1AA A AS EERR -A GAS VALVE - 01W - OVERHEAD WIRE 0 SS MH SANITARY SEWER MANHOLE 20 10 0 20 fl! - SICK �t ��� ~ Y �A�.�. • �� ��,,7�7g�,, � �� J 24 "RCP 24" REk1FORCED CONCRETE PIPE Goi IS rE'i1 ytlFr AC U`:i'.J i1 VI%'. P.O.C. 24 & 24SE SCALES 1 '• 20' E u PELE ND TELEPHONE PEDESTAL YEP �7 �E µp ArPP LEHONE POLE P.O.C. -28 & 28SE 3 SP. VALVE SPRINKLER VALVE PETER PARK ,, C' SANITARY SEWER CLEANOUT VOL. 93037, PG. 0373 j ; s \ •WM WATER METER D.R.D.C.T. o (i 4 41.9710 Ac. TOTAL (DEED) Mi La * 1 i CARROLLTON- FARMERS BRANCH, 0.2871 Ac. PARCEL 28 Tdephon° MH • TELEPHONE MANHOLE N _ f t \ INDEPENDENT SCHOOL DISTRICT 41.6839 Ac. REMAINING (DEED) o GTE 141-1 GENERAL TELEPHONE MANHOLE P ARCEL 28SE - 0.0831 Ac. ESM'T 18.8587 Ac. TOTAL (DEED) oI �' P.O.B. -28SE f f I VOL. 80230, PG. 0510 I A. � �, �, WIRE Ac. PARCEL 24 I - ! 6512.56 £ I D.R.D.C.T. i 17.8554 Ac. REMAINING (DEED) P.O.B.-24SE HT 80 LT �' 02° 07 34" ' i , i 1 = VPVC V POLY VINYL ChLORIDE PIPE PARCEL 245E - t1679 Ac. ESM'T 65 +12.50 I p' ° R • 2,420.00' j J 65.00' LT 0 L° 69.60 t 1 I TREE EAST 312.50' ,c/4, `O C B - N 88 56' 10 "'�E A - 04° 45' 00" I' CH • 89.80' R - 2,445.00 X ''X" CUT ON CONCRETE ) ////////////// S 89 °59 56" E � ,_„/ / I . jl L - 202.69' 4+1 N 84° 1 4 ' 16' E 48 A" STEEL REBM SET (SIRS) ///////4.0 / / / / / • / / // ` ��.1, . / / / / /// S250.020°,07' 25.O 02 °07'35" E C.B.- N 85 °29'22" E - .�c `/ CH - 202.64' � -- - - " /////// ////// / / / / / ' " • / � is+ � 3 � cl!m � l � / / ////// p OPOSED R.O. LINE _ � _ - ._ �� -- - / s - ••7' � tnST 54 �9' S 00° 03' 06" E -.91! - / � _ 42.00' R 2,445.00' o L 90.13' o C.B. - N 88° 55' 45 " , E . EXISTING R.O.W. LINE . 13' 0 /2' IRE -- -- � CH - 90- -- - -- -- -- 5 81 °18 44 . W ' -RSA ,�� 0 N89 °53' 4 - 1' W 1149.05__ 1/2" 1RF S 89° 59 4(i" W 331.54' 1 38 50 -' -� ` + o :, P.0 8 -24 &28 - �_ 0 30 65+13.12 LC ) "'-. -- � ••__.- .._..__.._. r '" N 89° 27' 0 "' W - s�- (D n 30.90' -LT M1 LO I -- __ -__. �_ 26 5:., �- -' �.y _ I , - ._ -_... - , $.__ -. __ ... - -- - - - - -- - - - - - -- ----- --------- - - - - -- i =-= - " c� SANDY L AKE ROAD � --i w - ,,f _.._._. _ _ _ __ ....._ : ...._... m a _._._.__._ ;Ir P.O.B. 27 2 &29 o i ` _ 1 _J 64 +35.81 0 - P.O.B. 30 I rnr , i F i 30.46' RT 1 6 7 +58.12 . _ _... ._. _ � .-- _. . . _. EXISTING R. 0 W . L INE . __-- " ---- -W .�.._. -- _.- ,,,.. _... , .38.37' RT EXISTING. R.O.w..LINE \ ; ill U -.. _ I S 8 54' 34" E 325 _ S 89° 5 ' 34' E 140.00' =5, Q �' Ws in - � -- S 11° 38' S9" E <:Y • '" v - < r� ® 1.87' rn g A - 03° 06' 59" Z PROPOSED R - 2555.00' ` } 7 PROP. R.O.W. LINE 1 "�~ - �. R LING / / /// o L - r - - ' t ////////71//77///// r / / ` J 7.4657 Ac. TO (DEED) L C. B ° Ol 45 " 1 ° v' 0.0315 Ac. PARCEL 30 CH - 13 8.96' c ) may; / / /// .r0/ / / / / / / / / /// - - -- . / / - - / 1 p p 1.4342 Ac. REMAINING (DEED) -- -----� 1 1 t WEST 122.40' `� A - 04°23'43" o i / P.O.B. 29SE A - 04° 24' 49" \ R - 2555.00' Q \ S; 7'4> 0 64 +44.83 L - 196.00' PEARL C HARRINGTON ` _i ; � - / J _ 7 0.00' RT R - 2570.00' C. B. - S 87° 48' 08" W L9 7 200 , PG 1054 y - } / / / //� L - 197.97' = RD.CT. C.B. - S 87° 47' 36" W CH - 195.96' - _ -- / / / /// N CH - 197.92' y J\C/ li P.O.B. 27-2SE 1 ( ; - 1 ) li 64 +49.50 7.3160 Ac. TOTAL (DEED) P.O.C. -30 I ; c t 95.00' RT > 0. Ac. PARCEL 29 FLOYD C . FARROW & I ' C- ` �; EARL K. FARROW I } . O 17, �` 7.1469 Ac. REMAINING (DEED) VOL. 76127, PG. 2568 73�p ( t 3.3810 Ac. TOTAL (DEED) \�", - ,----- " -_ `s- P 295E - 0.1106 Ac. ESM'T D . R . D .C.T.�§ 4 � : t I = 0.3876 Ac. REM. (DEED) 27 -2 ,, , O 2.9934 Ac. REM. (DEED) PARCEL 27- 2SE - 0.6416 Ac. ESM'T W ` I i yX� 11 P.O.C.27 -2 &27 -2SE Z r N '. `�w €3 K ';' s �' i; s?4' '> l3 B �'�i ='C'.T ', 0 ` j t DONALD B. H HUFFI AND ' 8 ' i r s 0 L ? , . 1152 i PHILLIP W. HUFFINES o 3 \ 7 VOL. 97071, PG. 1277 - i - D.R.D.C.T. L., - I NO .I REVISION l BY I DATE TRACT 2 P.O.C.29 &29SE COUNTY OF - DALLAS, TEXAS DEPARTMENT - OF PUBLIC WORKS RIGHT:: WAY MAP SANDY - -, LAKE ROAD FROM MacARTHUR `BLVD_ TO TRINITY RIVER BRIDGE DESIGNED- DRAWN- L.A.S. DATE -..; DECEM8ER 09, 1999 FILE-69050-SHT6.OGP. APPROVED- CHECKED- J.F.P. SCALE- 1" - SHEET 6 OF 6