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SL4112A25 12 Gi�C.J24 NOTES, i 1 K U 25 \ PROPOSED \ / ' / \ / / / / 1.) THE RADIUS ON ALL BLOCK CORNERS IS 20.00 FEET UNLESS OTHERWISE NOTED. ' \ HIGHLAND SHORES \/ \ \ / / / ' / ` 2.) ALL EASEMENTS ON LOT LINES ARE CENTERED UNLESS OTHERWISE NOTED. \ 10 HIGHLAND SH 0 R E S \ PHASE I % C / / \ \ / \ \ / / / 1 3.) A 5 FOOT UTILITY & ACCESS EASEMENT ADJOINING ALL RIGHT OF WAYS IS HEREBY PHASE 1.2-C - / \ / / i/v / / / / DEDICATED. CABINET L PGS. 83-85 '~` \ \ \ \�Ag ' /' / / / / / /� \ \ 2 \ \ \ / 4.) ELEVATIONS REFERENCED TO N.G.S. DATUM SITE B.M. - CONCRETE MONUMENT \ P . R , D . C . T / \ J / \ / / / / W/ BRASS CAP MARKED (S3). LOCATED S 35-11-37 E 3921.52 FEET 26 / \ \ / PROPOSED / FROM THE P.O.B. OF THIS PLAT. \ \ " ' \ / HIGHLAND SHORES / 5.) S.S.E. INDICATES SANITARY SEWER EASEMENT, STM. S. E. INDICATES STORM 27 / / / \\ 3Tm0 �Sg / \ \ \ \ // / WATER PHASE 17 C / / LINEREASEMENTrr D.E. INDICATESSDRAINAGE EASEMENT, B.L. UTILITY EASEMENTt W.L.E INDICCATESEBUILDING LINE 26 `� / 6.1 IN PROPERTY BELOW ELEVATION 537 IS SUBJECT 5, FLOWAGE EASEMENT AS ESTABLISHED INSTRUMENT OF RECORD, VOLUME 465,/ ' \ \ \ \ \ // \_ _ L - NO FILLING. EXCAVATING, OR CONSTRUCTIONGOF6PERMANENTOSTRUUCTURESCOUNTYE 5 ED IS ALLOWED ' 28 / / \\ \\ \ w • 33.21 25 \°\ S�✓eF / / \ \ \ \ WITHIN THE HER537 FLOWAGE EASEMENT WITHOUT PERMISSION FROM THE UNITED STATES CORPS OF S. 22 \ / / \ \ / / ' 7.) EXISTING U.E.. S.S.E.. W.L.E. & D.E. SHOWN HAVE BEEN DEDICATED BY THE PLATS OF / \ \ A•q `'a / / \ \ \ \ / / HIGHLAND SHORES PHASES 12-C AND OVERLOOK SECTION ONE. 29 / /'� \ \3 5� Tg e0 / 29.9s 22687 S F s\ / / \ \ ` / ' S. ) EXISTING ZONING. PD-5 / \ \ �q- 5q'h3 n30 9.) SURFACE DRAINAGE IN O.E. LOCATED WITHIN LOTS MUST BE MAINTAINED BY 30 / \ 25 3 m 10• D.E. � / \ \ \ / � INDIVIDUAL LOT OWNER. \ \ \ � 10.> THE LOT LINE ADJACENT TO NORTHWOOD DRIVE FOR THE FOLLOWING LOTS / \ Q QP1 V, a wi 0� h 21 �8/ / / \ ` 1 SHALL BE A SIDE LOT LINE, BLOCK OA LOTS 5&6. BLOCK OD LOTS 18,2. BLOCK OB LOT 22. \ \ P'014 `s%eb 25. 0� 1 S.° �> 15971 S F PO B \\ q N9 18244 S F w19 m 31.42 2 mm °00 %5 02 `00 q3 9 S °@ C0 a 20 N �J�•S• / / l \ \ lC 31,42 3,�' < eq * 9ry \ 3@ 15492 S F mr' \ \s•ls F / / / --'� _ _ _ �-'" \ \ 1 3 25" 53 „ 18222 S F 2 n •a> m \7r0 - < / 202' q. s� eN 's ea' oe 5 x 19 \De l RA N '`� O °m 5 17546 S F 1.62 9.9q' 0 7i0, 15492 S F- m9,1� N Nm 06 /,/� 2 30 y5, 0 �'• Nm O °s m 05 n5 4 w 29.26 ry %N @ L c00 s 0" 2� m 6 m �''G , 16253 S F s> S ati °m /� ( ISA`c91 h0 15492 S F / ��\ ---'----'"� C47 NZ 0 `' \ w \ 20975 S F q9 • •e° m? rB ce / / °0 3> BOHkS OA1 eoi 17 2g \9 n4 3 ° VF \ w 1"15492 S F F N 5a5 s 17933 S c� 5' 0' 2q. ,'� S @'L 00 mm q9•> N OJa-OB'39 Z sm \. \ a 25' .m 2 e v0 18177 S F 7 p \ m 1 6 \9 29 N�„n..r.,.►""' -� ` w Z NFJ w \ 0� 20 a >> v° 05 `>' 3y 99 \ =3.56. W V v ° 3e A' A' +s \\ 15492 S F (n 19540 S F �-- % e0 0 + ss � , ,m f >_ �7g 538 ...- ` l 638 I W 20' S.S.E. 's `h0• �E n 3, ST 00 0� f0' O.E. LLI E 'm 60 E t 31.@ =S. (Y m `n. �6 �` 18645 S F '� y S.S.E. 95• 5q'g3 .� QP 93� 2 tih 1 0 m @,< m 15 °� ' a ze.0 2F'' 6� n : \ a A m 14 SCALE 1' • 100 O o+ S 66'y t =/ 5Q s 18361 S F 15506 S F m '� 24923 S F� {\ 1 >` jg351 '� GPE 0.� 3S A0 19791 S F �• 31. a2 ,ifl `i6 .$' e n W I.n ron6'20 M b ; 32655 A00^ s H S >@S 9 v =0' =0, >9' q0� 00 w 200n'! f' m I ftl m 4 \;m , '? T. )n \ 3 @.@_\ S9. 0g g3.2i 62 N 0 8 w o 3 i M1 f h 0 00 Nth J N Go Q 2091 I S F �z ,.� F� 21237 S F m 9 538 n m 18492 S F m 4 �. '\ i^ m =S' i a $ '.° N m > 50' 20081 S F > @ w 13 _ ~ 00)) \w o` 3 <) w 19668 S F "' \ / o- 9.>> \ '.n a O U 2 I S 01 32.23 W )e t w s p c 8 n .^ 23 O ro !° ry A w 31673 S F v N w g N \ l0• D.E. 26• g y, ry m m NU m 1 ti 188. 01 m +6'20 doh ? 6 � 30 0 Q C as v3 m' w z S STH• / (7 M i5' � ;P n � 3 m 17133 S F.8 n S.E w 0- \cy y 25" y3 s 151, a° v' 1 in - S tq.gq. / a3 O - m (O '3 )0^' y' �9 8 F m! 9 6'O t� 20 y �0)/ 537' FLOWAGE EASEMENT 1-- }- 3 Q A `� ` 20 N18 \ 5 00 h `>. m S a6 I �. `193.08 �-0/ 2 Q CC w \. , 9 y0 2 , 19368 S F ti6Am OA�m `W >s 18966 S f m y 1$ 538 \ .;i O 6Cimm++ 22509 S F m s° vv 9e ae. q� M (U'O X 1-00 , 25652 S F 'm s as, ay a, y 10 _ )4^ 12 O 3 �' s 12. '\ N mm 'Q 5 o\ ° I3 h 538 e F 20031 S F /' nF. c-1-J c CD O z N 3> 3) y �� 29208 S F \ F my °> 20663 S F m' �� m� a o J J z*2.ss m a2 \ Wr ) Ln s 05 v s y gyp• 20775 s F ,)^, �T m �s �' %n m \ ' / 90 •6" tY 7-,J .ym LJ� ¢ \ \ 5,0 ,3q NS. N 4y 9 ` / �v \ ,�-10• D.E. 00 �m f 3 538 2 i� V nJ t=,fit m £ 2 2 9 N 6 ry/Op1 r?2S t8920 S F , �M j U 4 m `t/ O "� m .. \ a m y'° 20 9y ,'f`i aAaeF \ \ ti" 0 0°• y''�3015�y 41587 S F >ej•>s -538 �- 3 �` 2¢1.%{ ,� 0• "c2i¢i y¢ E ni, P.1.>..T N m 26426 S F we m �, n, t0• STM.s.E. .- a @ 5, =r.�>M „L. _ N'JSY ze' S.S.E. 2 e 5 / s ,m e b, N20 ..�zGa LLJ 4 ) 3 ti m : va / 6 sss \ m _ m s 5• -_ V h 3 `s-3s.3 %`/ `mm s 9�s. A/ 3>,> 9).n3 ,�3. 2a taw)-JK O u u u u u w cz ca LT_ ca tc ~ / e� zs@. a> 3 y � im w/ 1 �j 24433 S F ma °i ,2° .538 ma/ / 2 E qUU O O N O Nra R C 36635 S F / g 2 ,�� 36142 S F y = m 26330 S F /m $/ 538 �� a6 53a \ Oy @> �y a 0 aS, 'P ep 2 sS ' 537' FLOWAGE EASEMENT 20 m NCCESS A )s.�. ss f 2q, @` ORt29.26 ' 2 `�, �q. � 29. 6 5 O EgSE eN rrC,TYzea*e, N O'/ "S.0 v a 12 ""'" u5.0�' Q � cyS/ F \ N 5 r _ 20'6,s,E• v "/ LEWISVILLE LAKE C69 ' \ 538 1 ] / ti S,y S N= 34963 S F � / 537' FLOWAGE EASEMENT $ 69 �N GREEN s3. 97 42911 S F t0' STM. S.E. Nit 50, s9 638 x h� u �e 45q H h \vS, a / 0m/20' S.S.E. 4 ss n v 01 yE. 538 pm 37. A0 >y 33526 S F VARIES VARIES VARIES / RB 12.45 �6 0.08 190, 23 537• FLOWAGE EASEMENT / ti0m" BUILDING [LOING LINE I i R.O.W. i I BUILDING LINE 2 W 3 82 S 0� 2A E in 1 m 32104 S F q38/ / q cog 5-� 5'UT ILITY &ACCESS EASEMENT \ COMMON GREEN NO, 2 LR N hT/ pN q � 1 Soy ) I I I 1 \ 0.184 ACRES '�, ` ] /- z 7 1 1 1 1 W �42902 S F 538 / hb fib- �3l/lJ�,0 / i7�. �t 1 i11' J-( 1 I I 1 £ I• n _ /,/l /�/� �{- '�`I ( / - /+ //I�� LOT LINE '1 PAVING II I 3 \ a N I^� 538 $ 2 /'," 621 vV n-'�`�V 1 1 I � I `0. I Vl �tn1 f��' �} -�ll� 10' U.E. 5,) 1 VARIES 1 5' ELECTRICAL ESMT. e I N 45967 S F 6 -i tT I �' 1 I� p c l w-�. 1 I ( _ _ � - _ LOT LINE r 1 ( 11 538 1 // TYPICAL UTILITY EASEMENT LOCATIONS S' 'e0. \ "A N . T . S. LEGEND R B BLOCK DESIGNATION 538 MINIMUM FINISH FLOOR ELEVATION P.R.O.C.T PLAT RECORDS DENTON COUNTY TEXAS FINAL PLAT a J THE OVERLOOK AT HIGHLAND SHORES LEWISVILLE LAKE SECTION TWO MOM T.C. & B. JOB NO. 23-98034-005 SHEET 2 OF 3 da ou.§ COUNTY OF DENTON WHEREAS. BEAL DEVELOPMENT, LTD. IS THE OWNER OF A TRACT OF LAND SITUATED IN THE CITY OF HIGHLAND VILLAGE, DENTON COUNTY. TEXAS, BEING A PART OF THE T & P RAILROAD SURVEY. ABSTRACT 1300, THE G. JACKSON SURVEY, ABSTRACT 1599, AND THE J. HICKS SURVEY, ABSTRACT 587, AND BEING A PORTION OF THAT CALLED 87.220 ACRE TRACT OF LAND, DESCRIBED AS PARCEL 4. CONVEYED IN DEED TO BEAL DEVELOPMENT, LTD.. RECORDED IN CLERK'S FILE NUMBER 97-ROO49166, OF THE REAL PROPERTY RECORDS OF DENTON COUNTY. TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS, BEGINNING AT A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND IN THE WESTERLY LINE OF NORTHWOOD DRIVE (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) FOR THE NORTHERLY CORNER OF LOT 3. BLOCK RA OF THE OVERLOOK AT HIGHLAND SHORES, AN ADDITION TO THE CITY OF HIGHLAND VILLAGE. TEXAS. RECORDED IN CABINET M, PAGES 386-387 OF THE PLAT RECORDS OF DENTON COUNTY. TEXAS, THENCE NORTH 27'25'52' WEST, 162.91 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 25'59'57' WEST, 574.94 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' SET FOR THE BEGINNING OF A TANGENT CURVE TO THE LEFT, THENCE NORTHWESTERLY. 33.42 FEET ALONG THE ARC OF SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 560.00 FEET, A CENTRAL ANGLE 03-25'09', A CHORD WHICH BEARS NORTH 27.42'31- WEST, 33.41 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 60'34'54' EAST, 60.00 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON'; THENCE NORTH 50.29'10' EAST, 137.53 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 23'56'15' EAST. 667.84 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 08'16'56' EAST, 64.96 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 06.08'39' WEST, 225.19 FEET TO A CONCRETE MONUMENT FOUND IN THE SOUTHERLY LINE OF LEWISVILLE LAKE AS DESCRIBED IN THE BOUNDARY CORRECTION AGREEMENT RECORDED IN VOLUME 1903, PAGE 263 OF THE DEED RECORDS OF DENTON COUNTY, TEXAS, THENCE ALONG SAID SOUTHERLY LINE OF LEWISVILLE LAKE FOR THE FOLLOWING TEN (10) COURSES, NORTH 83'04'23' EAST, 202.24 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON'I SOUTH 36-32'44' EAST, 298.10 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 06'03'20' EAST, 88.45 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 22'55'06' EAST. 153.43 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 36'22'13' EAST, 66.56 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 38'54'5G' EAST. 744.99 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 27.35'49' WEST, 180.87 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 85'14'37' WEST. 240.55 FEET TO A FOUND 'x' ON TOP OF CROSS MEMBER PIPEI SOUTH 09'08'24' EAST, 190.23 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 14.12'45' WEST, 165.82 FEET TO A FOUND P.K. NAIL IN CONCRETE FOR A NORTHEASTERLY CORNER OF LOT 1, BLOCK RS OF SAID THE OVERLOOK AT HIGHLAND SHORES, THENCE ALONG THE NORTHERLY LINE OF SAID THE OVERLOOK AT HIGHLAND SHORES FOR THE FOLLOWING NINE (9) COURSES, SOUTH 24'06'21' WEST. ALONG THE WESTERLY LINE OF SAID LOT 1. BLOCK R8, 174.45 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON'; SOUTH 16'35'55' WEST. CONTINUING ALONG THE WESTERLY LINE OF SAID LOT 1. BLOCK RS. 114.69 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND IN THE NORTHERLY LINE OF OVERLOOK CIRCLE (A 50 FOOT WIDE PUBLIC RIGHT -OF -MAY) FOR THE SOUTHWESTERLY CORNER OF SAID LOT 1. BLOCK RB, NORTH 73'24'05' WEST, ALONG THE NORTHERLY LINE OF SAID OVERLOOK CIRCLE, 202.29 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND FOR THE BEGINNING OF A TANGENT CURVE TO THE LEFT, WESTERLY, 257.31 FEET ALONG THE NORTHERLY LINE OF SAID OVERLOOK CIRCLE AND ALONG THE ARC OF SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 425.00 FEET, A CENTRAL ANGLE OF 34.41'21. AND A CHORD WHICH BEARS SOUTH 89'15'14' WEST, 253.40 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 71'54'34' WEST, CONTINUING ALONG THE NORTHERLY LINE OF SAID OVERLOOK CIRCLE, 48.80 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND AT THE BEGINNING OF A TANGENT CURVE TO THE RIGHT, NORTHWESTERLY, 28.80 FEET ALONG THE ARC OF SAID TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET. A CENTRAL ANGLE OF 82-30'19', AND A CHORD WHICH BEARS NORTH 66.50'16' WEST, 26.38 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND IN THE EASTERLY LINE OF SAID NORTHWOOD DRIVE FOR A POINT OF REVERSE CURVATURE FOR A NON -TANGENT CURVE TO THE LEFT; NORTHWESTERLY, 2.35 FEET ALONG THE EASTERLY LINE OF SAID NORTHWOOD DRIVE ALONG THE ARC OF SAID NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 325.00 FEET, A CENTRAL ANGLE OF 00.24'50'. AND A CHORD WHICH BEARS NORTH 25.47'32' WEST, 2.35 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', NORTH 24.34'01' WEST, CONTINUING ALONG THE EASTERLY LINE OF SAID NORTHWOOD DRIVE, 37.15 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 64'00'03' WEST, CROSSING SAID NORTHWOOD DRIVE. 51.96 FEET TO THE POINT OF BEGINNING, CONTAINING A COMPUTED AREA OF 30.485 ACRES OF LAND. AdV14 - XA.1'1daQ TSTT :II 4 Taoa)1 00"9 4wbW/30Q 00 "24 b dpJ.oaa?I : a Uld l/ oQ T00£000»--66 : WlIN/30Q tudOS:£ 2b 666T TT ueC uD AH313 ALNnoo 1-rgH31IW UIHI.NA`) X1. AlN(103 NOlN3Q :ui pJ.00a�j ao} paIT3 NOTE. NO FENCES SHOULD SLOPE WITH Lam. ON GENTLY UNDULATING SITES, FENCE F- SN o BE STEPPEO LV OR OOWN S' - 12'. FENCES TO BE CONSTRLCTED BY INOIYIOUAL I I I I PROPERTY OWNERS. STANDARD CONSTRUCTION DETAIL OWNERS PRIVACY FENCE N.T.S. tt= � 1 �� . , s� -s► c -III (� C loss LOCATION MAP N.T.S. OWNERS CERTIFICATE NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS, wig THAT, BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD., OWNER, ACTING BY AND THROUGH ITS VICE PRESIDENT. M.T. SAURENMANN, DULY AUTHORIZED TO SO ACT, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINA60VE PROPERTY AS 'THE OVERLOOK AT HIGHLAND SHORES, SECTION TWO -AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND EASEMENTS SHOWN ON THIS PLAT FOR THE MUTUAL USE AND ACCOMOOATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME. ANY PUBLIC UTILITY SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS. FENCES, TREES. SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESE EASEMENT STRIPS AND ANY PUBLIC UTILITY SHALL, AT ALL TIMES, HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON THE SAID STRIPS FOR THE PURPOSE OF CONSTRUCTING. RECONSTRUCTION, INSPECTING, PATROLLING. MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. THIS PLAT APPROVED SUBJECT TO ALL ORDINANCES. RULES, REGULATIONS AND RESOLUTIONS OF THE CITY OF HIGHLAND VILLAGE. TEXAS. BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD., OWNER, ITS SUCCESSORS AND ASSIGNS DO HEREBY RELEASE AND HOLD HARMLESS THE CITY OF HIGHLAND VILLAGE, TEXAS, FOR ANY AND ALL CLAIMS FOR INJURIES AND DAMAGES ARISING OUT OF THE DEVELOPMENT OF THE HEREINABOVE PROPERTY DESIGNATED AS 'THE OVERLOOK AT HIGHLAND SHORES, SECTION TWO' INCLUDING BUT NOT LIMITED TO THE ESTABLISHMENT OF GRADES OR THE ALTERATION OF THE SURFACE OF ANY PORTION OF THE STREETS AND ALLEYS IN THE SUBDIVISION. WITNESS MY HAND, THIS THE DAY OF a Ceo- STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC W.T. SAURENMANN. VICE PRESIDENT, KNOWN TO ME TO BE THE TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND ��CON "' GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THEp_. BEAL PROPERTIES IfIC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD. W.T.AU� % VIC�NTVIC�NT IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED ;SON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED RATION THEREIN EXPRESSED. _CAY PE /1�998. PATSY,! TOWNSEND NOtory PulAc Sots ofTBXO! NOTARY PU IC AND FOR C.Of1Ytlytion EVkeo 2.27•UO DALLAS CO T TEXAS COMMISSION EXPIRES / SURVEYOR'S CERTIFICATE I. JUAN E. GALVAN, REGISTERED PROFESSIONAL LAND SURVEYOR AM AUTHORIZED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY CERTIFY THAT TURNER COLLIE & BRADEN INC.. PREPARED THIS PLAT FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND UNDER MY SUPERVISION AND THAT THE CORNER YAM&MENTS SHOWN THEREON AS SET OR FOUND WERE PROPERLY PLACED OR RECOVERED IN ACCORDANCE WITH THE SUBDIVISION REGULATION OF HIGHLAND VILLAGE. TEXAS. /A A E. GALVAN �TEREO PROFESSIONAL LAND SURVEYOR REGISTRATION NO. 4011 STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JUAN E. GALVAN, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. r GIVEN UNDER MY HAND AND SEAL OF OFFICE. THIS THE �� DAY OF O CCE.Mb e \ 1998. �. A� e� NOTARY PUBLIC "Y n`aa= B. GAIL BROWN DALLAS COUNTY. TEXAS ` COMMISSION EXPIRES 3-R'GJ,I __ Notary Public, State of Texas • • �''n My Commission Expires 03-OB-00 7 -7-� CERTIFICATE OF APPROVAL ON THIS / /) '� DAY OF DL�.C'i' 19%. THE PLANNING AND ZONING COMMISSION OF THE CITY OF HIGHLAND VILLAGE. TEXAS. HEREBY APPROVES THE FOREGOING PLAT OF ' OVERLOOK AT HIGHLAND SHORES. SECTION TWO' AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS. SUBMITTED BY BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD., OWNER. CHAIRMAN PLANNIN AND ZONING COMMISSION. CITY OF HIGHLAND VILLAGE. TEXAS CERTIFICATE OF APPROVAL ON THIS U DAY OF [J'?iGi ' . 1998, THE CITY COUNCIL OF THE CITY OF HLAND VI E THE FOREGOING PLAT OF . OVERLOOK AT HIGHLAND SHORES, SECTION TWO' AN ADDITION TO THE CITY 0 HI VILLAGE. PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD.. OWNER. i L�- CITY OF HIGHLAND VILLAGE. FINAL PLAT THE OVERLOOK AT HIGHLAND SHORES SECTION TWO HIGHLAND VILLAGE, TEXAS 30.485 ACRES PART OF THE T&P RAILROAD SURVEY, A-1300 J. HICKS SURVEY, A-587 G.W. JACKSON SURVEY, A-1599 48 LOTS PREPARED FOR: 2 COMMON GREENS BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD. 15770 DALLAS PARKWAY SUITE 300 LB 66 DALLAS, TEXAS 75248 (972) 663-1538 BEAL 4 BLOCKS APRILY 1998 PREPARED BY, > TURNER COLLIE & BRADEN INC. SURVCON INC. 5710 LBJ FREEWAY, SUITE 370 1901 ROYAL LANE, SUITE 100 DALLAS, TEXAS 75240. (972) 960-9651 FARMERS BRANCH, TEXAS 75229, (972) 869-4833 q o T.C. & B. JOB NO. 23-98034-005 SHEET 1 OF 3 o' 25 12 Gi�C.J24 NOTES, i 1 K U 25 \ PROPOSED \ / ' / \ / / / / 1.) THE RADIUS ON ALL BLOCK CORNERS IS 20.00 FEET UNLESS OTHERWISE NOTED. ' \ HIGHLAND SHORES \/ \ \ / / / ' / ` 2.) ALL EASEMENTS ON LOT LINES ARE CENTERED UNLESS OTHERWISE NOTED. \ 10 HIGHLAND SH 0 R E S \ PHASE I % C / / \ \ / \ \ / / / 1 3.) A 5 FOOT UTILITY & ACCESS EASEMENT ADJOINING ALL RIGHT OF WAYS IS HEREBY PHASE 1.2-C - / \ / / i/v / / / / DEDICATED. CABINET L PGS. 83-85 '~` \ \ \ \�Ag ' /' / / / / / /� \ \ 2 \ \ \ / 4.) ELEVATIONS REFERENCED TO N.G.S. DATUM SITE B.M. - CONCRETE MONUMENT \ P . R , D . C . T / \ J / \ / / / / W/ BRASS CAP MARKED (S3). LOCATED S 35-11-37 E 3921.52 FEET 26 / \ \ / PROPOSED / FROM THE P.O.B. OF THIS PLAT. \ \ " ' \ / HIGHLAND SHORES / 5.) S.S.E. INDICATES SANITARY SEWER EASEMENT, STM. S. E. INDICATES STORM 27 / / / \\ 3Tm0 �Sg / \ \ \ \ // / WATER PHASE 17 C / / LINEREASEMENTrr D.E. INDICATESSDRAINAGE EASEMENT, B.L. UTILITY EASEMENTt W.L.E INDICCATESEBUILDING LINE 26 `� / 6.1 IN PROPERTY BELOW ELEVATION 537 IS SUBJECT 5, FLOWAGE EASEMENT AS ESTABLISHED INSTRUMENT OF RECORD, VOLUME 465,/ ' \ \ \ \ \ // \_ _ L - NO FILLING. EXCAVATING, OR CONSTRUCTIONGOF6PERMANENTOSTRUUCTURESCOUNTYE 5 ED IS ALLOWED ' 28 / / \\ \\ \ w • 33.21 25 \°\ S�✓eF / / \ \ \ \ WITHIN THE HER537 FLOWAGE EASEMENT WITHOUT PERMISSION FROM THE UNITED STATES CORPS OF S. 22 \ / / \ \ / / ' 7.) EXISTING U.E.. S.S.E.. W.L.E. & D.E. SHOWN HAVE BEEN DEDICATED BY THE PLATS OF / \ \ A•q `'a / / \ \ \ \ / / HIGHLAND SHORES PHASES 12-C AND OVERLOOK SECTION ONE. 29 / /'� \ \3 5� Tg e0 / 29.9s 22687 S F s\ / / \ \ ` / ' S. ) EXISTING ZONING. PD-5 / \ \ �q- 5q'h3 n30 9.) SURFACE DRAINAGE IN O.E. LOCATED WITHIN LOTS MUST BE MAINTAINED BY 30 / \ 25 3 m 10• D.E. � / \ \ \ / � INDIVIDUAL LOT OWNER. \ \ \ � 10.> THE LOT LINE ADJACENT TO NORTHWOOD DRIVE FOR THE FOLLOWING LOTS / \ Q QP1 V, a wi 0� h 21 �8/ / / \ ` 1 SHALL BE A SIDE LOT LINE, BLOCK OA LOTS 5&6. BLOCK OD LOTS 18,2. BLOCK OB LOT 22. \ \ P'014 `s%eb 25. 0� 1 S.° �> 15971 S F PO B \\ q N9 18244 S F w19 m 31.42 2 mm °00 %5 02 `00 q3 9 S °@ C0 a 20 N �J�•S• / / l \ \ lC 31,42 3,�' < eq * 9ry \ 3@ 15492 S F mr' \ \s•ls F / / / --'� _ _ _ �-'" \ \ 1 3 25" 53 „ 18222 S F 2 n •a> m \7r0 - < / 202' q. s� eN 's ea' oe 5 x 19 \De l RA N '`� O °m 5 17546 S F 1.62 9.9q' 0 7i0, 15492 S F- m9,1� N Nm 06 /,/� 2 30 y5, 0 �'• Nm O °s m 05 n5 4 w 29.26 ry %N @ L c00 s 0" 2� m 6 m �''G , 16253 S F s> S ati °m /� ( ISA`c91 h0 15492 S F / ��\ ---'----'"� C47 NZ 0 `' \ w \ 20975 S F q9 • •e° m? rB ce / / °0 3> BOHkS OA1 eoi 17 2g \9 n4 3 ° VF \ w 1"15492 S F F N 5a5 s 17933 S c� 5' 0' 2q. ,'� S @'L 00 mm q9•> N OJa-OB'39 Z sm \. \ a 25' .m 2 e v0 18177 S F 7 p \ m 1 6 \9 29 N�„n..r.,.►""' -� ` w Z NFJ w \ 0� 20 a >> v° 05 `>' 3y 99 \ =3.56. W V v ° 3e A' A' +s \\ 15492 S F (n 19540 S F �-- % e0 0 + ss � , ,m f >_ �7g 538 ...- ` l 638 I W 20' S.S.E. 's `h0• �E n 3, ST 00 0� f0' O.E. LLI E 'm 60 E t 31.@ =S. (Y m `n. �6 �` 18645 S F '� y S.S.E. 95• 5q'g3 .� QP 93� 2 tih 1 0 m @,< m 15 °� ' a ze.0 2F'' 6� n : \ a A m 14 SCALE 1' • 100 O o+ S 66'y t =/ 5Q s 18361 S F 15506 S F m '� 24923 S F� {\ 1 >` jg351 '� GPE 0.� 3S A0 19791 S F �• 31. a2 ,ifl `i6 .$' e n W I.n ron6'20 M b ; 32655 A00^ s H S >@S 9 v =0' =0, >9' q0� 00 w 200n'! f' m I ftl m 4 \;m , '? T. )n \ 3 @.@_\ S9. 0g g3.2i 62 N 0 8 w o 3 i M1 f h 0 00 Nth J N Go Q 2091 I S F �z ,.� F� 21237 S F m 9 538 n m 18492 S F m 4 �. '\ i^ m =S' i a $ '.° N m > 50' 20081 S F > @ w 13 _ ~ 00)) \w o` 3 <) w 19668 S F "' \ / o- 9.>> \ '.n a O U 2 I S 01 32.23 W )e t w s p c 8 n .^ 23 O ro !° ry A w 31673 S F v N w g N \ l0• D.E. 26• g y, ry m m NU m 1 ti 188. 01 m +6'20 doh ? 6 � 30 0 Q C as v3 m' w z S STH• / (7 M i5' � ;P n � 3 m 17133 S F.8 n S.E w 0- \cy y 25" y3 s 151, a° v' 1 in - S tq.gq. / a3 O - m (O '3 )0^' y' �9 8 F m! 9 6'O t� 20 y �0)/ 537' FLOWAGE EASEMENT 1-- }- 3 Q A `� ` 20 N18 \ 5 00 h `>. m S a6 I �. `193.08 �-0/ 2 Q CC w \. , 9 y0 2 , 19368 S F ti6Am OA�m `W >s 18966 S f m y 1$ 538 \ .;i O 6Cimm++ 22509 S F m s° vv 9e ae. q� M (U'O X 1-00 , 25652 S F 'm s as, ay a, y 10 _ )4^ 12 O 3 �' s 12. '\ N mm 'Q 5 o\ ° I3 h 538 e F 20031 S F /' nF. c-1-J c CD O z N 3> 3) y �� 29208 S F \ F my °> 20663 S F m' �� m� a o J J z*2.ss m a2 \ Wr ) Ln s 05 v s y gyp• 20775 s F ,)^, �T m �s �' %n m \ ' / 90 •6" tY 7-,J .ym LJ� ¢ \ \ 5,0 ,3q NS. N 4y 9 ` / �v \ ,�-10• D.E. 00 �m f 3 538 2 i� V nJ t=,fit m £ 2 2 9 N 6 ry/Op1 r?2S t8920 S F , �M j U 4 m `t/ O "� m .. \ a m y'° 20 9y ,'f`i aAaeF \ \ ti" 0 0°• y''�3015�y 41587 S F >ej•>s -538 �- 3 �` 2¢1.%{ ,� 0• "c2i¢i y¢ E ni, P.1.>..T N m 26426 S F we m �, n, t0• STM.s.E. .- a @ 5, =r.�>M „L. _ N'JSY ze' S.S.E. 2 e 5 / s ,m e b, N20 ..�zGa LLJ 4 ) 3 ti m : va / 6 sss \ m _ m s 5• -_ V h 3 `s-3s.3 %`/ `mm s 9�s. A/ 3>,> 9).n3 ,�3. 2a taw)-JK O u u u u u w cz ca LT_ ca tc ~ / e� zs@. a> 3 y � im w/ 1 �j 24433 S F ma °i ,2° .538 ma/ / 2 E qUU O O N O Nra R C 36635 S F / g 2 ,�� 36142 S F y = m 26330 S F /m $/ 538 �� a6 53a \ Oy @> �y a 0 aS, 'P ep 2 sS ' 537' FLOWAGE EASEMENT 20 m NCCESS A )s.�. ss f 2q, @` ORt29.26 ' 2 `�, �q. � 29. 6 5 O EgSE eN rrC,TYzea*e, N O'/ "S.0 v a 12 ""'" u5.0�' Q � cyS/ F \ N 5 r _ 20'6,s,E• v "/ LEWISVILLE LAKE C69 ' \ 538 1 ] / ti S,y S N= 34963 S F � / 537' FLOWAGE EASEMENT $ 69 �N GREEN s3. 97 42911 S F t0' STM. S.E. Nit 50, s9 638 x h� u �e 45q H h \vS, a / 0m/20' S.S.E. 4 ss n v 01 yE. 538 pm 37. A0 >y 33526 S F VARIES VARIES VARIES / RB 12.45 �6 0.08 190, 23 537• FLOWAGE EASEMENT / ti0m" BUILDING [LOING LINE I i R.O.W. i I BUILDING LINE 2 W 3 82 S 0� 2A E in 1 m 32104 S F q38/ / q cog 5-� 5'UT ILITY &ACCESS EASEMENT \ COMMON GREEN NO, 2 LR N hT/ pN q � 1 Soy ) I I I 1 \ 0.184 ACRES '�, ` ] /- z 7 1 1 1 1 W �42902 S F 538 / hb fib- �3l/lJ�,0 / i7�. �t 1 i11' J-( 1 I I 1 £ I• n _ /,/l /�/� �{- '�`I ( / - /+ //I�� LOT LINE '1 PAVING II I 3 \ a N I^� 538 $ 2 /'," 621 vV n-'�`�V 1 1 I � I `0. I Vl �tn1 f��' �} -�ll� 10' U.E. 5,) 1 VARIES 1 5' ELECTRICAL ESMT. e I N 45967 S F 6 -i tT I �' 1 I� p c l w-�. 1 I ( _ _ � - _ LOT LINE r 1 ( 11 538 1 // TYPICAL UTILITY EASEMENT LOCATIONS S' 'e0. \ "A N . T . S. LEGEND R B BLOCK DESIGNATION 538 MINIMUM FINISH FLOOR ELEVATION P.R.O.C.T PLAT RECORDS DENTON COUNTY TEXAS FINAL PLAT a J THE OVERLOOK AT HIGHLAND SHORES LEWISVILLE LAKE SECTION TWO MOM T.C. & B. JOB NO. 23-98034-005 SHEET 2 OF 3 da ou.§ COUNTY OF DENTON WHEREAS. BEAL DEVELOPMENT, LTD. IS THE OWNER OF A TRACT OF LAND SITUATED IN THE CITY OF HIGHLAND VILLAGE, DENTON COUNTY. TEXAS, BEING A PART OF THE T & P RAILROAD SURVEY. ABSTRACT 1300, THE G. JACKSON SURVEY, ABSTRACT 1599, AND THE J. HICKS SURVEY, ABSTRACT 587, AND BEING A PORTION OF THAT CALLED 87.220 ACRE TRACT OF LAND, DESCRIBED AS PARCEL 4. CONVEYED IN DEED TO BEAL DEVELOPMENT, LTD.. RECORDED IN CLERK'S FILE NUMBER 97-ROO49166, OF THE REAL PROPERTY RECORDS OF DENTON COUNTY. TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS, BEGINNING AT A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND IN THE WESTERLY LINE OF NORTHWOOD DRIVE (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) FOR THE NORTHERLY CORNER OF LOT 3. BLOCK RA OF THE OVERLOOK AT HIGHLAND SHORES, AN ADDITION TO THE CITY OF HIGHLAND VILLAGE. TEXAS. RECORDED IN CABINET M, PAGES 386-387 OF THE PLAT RECORDS OF DENTON COUNTY. TEXAS, THENCE NORTH 27'25'52' WEST, 162.91 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 25'59'57' WEST, 574.94 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' SET FOR THE BEGINNING OF A TANGENT CURVE TO THE LEFT, THENCE NORTHWESTERLY. 33.42 FEET ALONG THE ARC OF SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 560.00 FEET, A CENTRAL ANGLE 03-25'09', A CHORD WHICH BEARS NORTH 27.42'31- WEST, 33.41 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 60'34'54' EAST, 60.00 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON'; THENCE NORTH 50.29'10' EAST, 137.53 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 23'56'15' EAST. 667.84 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 08'16'56' EAST, 64.96 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 06.08'39' WEST, 225.19 FEET TO A CONCRETE MONUMENT FOUND IN THE SOUTHERLY LINE OF LEWISVILLE LAKE AS DESCRIBED IN THE BOUNDARY CORRECTION AGREEMENT RECORDED IN VOLUME 1903, PAGE 263 OF THE DEED RECORDS OF DENTON COUNTY, TEXAS, THENCE ALONG SAID SOUTHERLY LINE OF LEWISVILLE LAKE FOR THE FOLLOWING TEN (10) COURSES, NORTH 83'04'23' EAST, 202.24 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON'I SOUTH 36-32'44' EAST, 298.10 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 06'03'20' EAST, 88.45 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 22'55'06' EAST. 153.43 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 36'22'13' EAST, 66.56 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 38'54'5G' EAST. 744.99 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 27.35'49' WEST, 180.87 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 85'14'37' WEST. 240.55 FEET TO A FOUND 'x' ON TOP OF CROSS MEMBER PIPEI SOUTH 09'08'24' EAST, 190.23 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 14.12'45' WEST, 165.82 FEET TO A FOUND P.K. NAIL IN CONCRETE FOR A NORTHEASTERLY CORNER OF LOT 1, BLOCK RS OF SAID THE OVERLOOK AT HIGHLAND SHORES, THENCE ALONG THE NORTHERLY LINE OF SAID THE OVERLOOK AT HIGHLAND SHORES FOR THE FOLLOWING NINE (9) COURSES, SOUTH 24'06'21' WEST. ALONG THE WESTERLY LINE OF SAID LOT 1. BLOCK R8, 174.45 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON'; SOUTH 16'35'55' WEST. CONTINUING ALONG THE WESTERLY LINE OF SAID LOT 1. BLOCK RS. 114.69 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND IN THE NORTHERLY LINE OF OVERLOOK CIRCLE (A 50 FOOT WIDE PUBLIC RIGHT -OF -MAY) FOR THE SOUTHWESTERLY CORNER OF SAID LOT 1. BLOCK RB, NORTH 73'24'05' WEST, ALONG THE NORTHERLY LINE OF SAID OVERLOOK CIRCLE, 202.29 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND FOR THE BEGINNING OF A TANGENT CURVE TO THE LEFT, WESTERLY, 257.31 FEET ALONG THE NORTHERLY LINE OF SAID OVERLOOK CIRCLE AND ALONG THE ARC OF SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 425.00 FEET, A CENTRAL ANGLE OF 34.41'21. AND A CHORD WHICH BEARS SOUTH 89'15'14' WEST, 253.40 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 71'54'34' WEST, CONTINUING ALONG THE NORTHERLY LINE OF SAID OVERLOOK CIRCLE, 48.80 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND AT THE BEGINNING OF A TANGENT CURVE TO THE RIGHT, NORTHWESTERLY, 28.80 FEET ALONG THE ARC OF SAID TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET. A CENTRAL ANGLE OF 82-30'19', AND A CHORD WHICH BEARS NORTH 66.50'16' WEST, 26.38 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND IN THE EASTERLY LINE OF SAID NORTHWOOD DRIVE FOR A POINT OF REVERSE CURVATURE FOR A NON -TANGENT CURVE TO THE LEFT; NORTHWESTERLY, 2.35 FEET ALONG THE EASTERLY LINE OF SAID NORTHWOOD DRIVE ALONG THE ARC OF SAID NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 325.00 FEET, A CENTRAL ANGLE OF 00.24'50'. AND A CHORD WHICH BEARS NORTH 25.47'32' WEST, 2.35 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', NORTH 24.34'01' WEST, CONTINUING ALONG THE EASTERLY LINE OF SAID NORTHWOOD DRIVE, 37.15 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 64'00'03' WEST, CROSSING SAID NORTHWOOD DRIVE. 51.96 FEET TO THE POINT OF BEGINNING, CONTAINING A COMPUTED AREA OF 30.485 ACRES OF LAND. AdV14 - XA.1'1daQ TSTT :II 4 Taoa)1 00"9 4wbW/30Q 00 "24 b dpJ.oaa?I : a Uld l/ oQ T00£000»--66 : WlIN/30Q tudOS:£ 2b 666T TT ueC uD AH313 ALNnoo 1-rgH31IW UIHI.NA`) X1. AlN(103 NOlN3Q :ui pJ.00a�j ao} paIT3 NOTE. NO FENCES SHOULD SLOPE WITH Lam. ON GENTLY UNDULATING SITES, FENCE F- SN o BE STEPPEO LV OR OOWN S' - 12'. FENCES TO BE CONSTRLCTED BY INOIYIOUAL I I I I PROPERTY OWNERS. STANDARD CONSTRUCTION DETAIL OWNERS PRIVACY FENCE N.T.S. tt= � 1 �� . , s� -s► c -III (� C loss LOCATION MAP N.T.S. OWNERS CERTIFICATE NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS, wig THAT, BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD., OWNER, ACTING BY AND THROUGH ITS VICE PRESIDENT. M.T. SAURENMANN, DULY AUTHORIZED TO SO ACT, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINA60VE PROPERTY AS 'THE OVERLOOK AT HIGHLAND SHORES, SECTION TWO -AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND EASEMENTS SHOWN ON THIS PLAT FOR THE MUTUAL USE AND ACCOMOOATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME. ANY PUBLIC UTILITY SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS. FENCES, TREES. SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESE EASEMENT STRIPS AND ANY PUBLIC UTILITY SHALL, AT ALL TIMES, HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON THE SAID STRIPS FOR THE PURPOSE OF CONSTRUCTING. RECONSTRUCTION, INSPECTING, PATROLLING. MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. THIS PLAT APPROVED SUBJECT TO ALL ORDINANCES. RULES, REGULATIONS AND RESOLUTIONS OF THE CITY OF HIGHLAND VILLAGE. TEXAS. BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD., OWNER, ITS SUCCESSORS AND ASSIGNS DO HEREBY RELEASE AND HOLD HARMLESS THE CITY OF HIGHLAND VILLAGE, TEXAS, FOR ANY AND ALL CLAIMS FOR INJURIES AND DAMAGES ARISING OUT OF THE DEVELOPMENT OF THE HEREINABOVE PROPERTY DESIGNATED AS 'THE OVERLOOK AT HIGHLAND SHORES, SECTION TWO' INCLUDING BUT NOT LIMITED TO THE ESTABLISHMENT OF GRADES OR THE ALTERATION OF THE SURFACE OF ANY PORTION OF THE STREETS AND ALLEYS IN THE SUBDIVISION. WITNESS MY HAND, THIS THE DAY OF a Ceo- STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC W.T. SAURENMANN. VICE PRESIDENT, KNOWN TO ME TO BE THE TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND ��CON "' GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THEp_. BEAL PROPERTIES IfIC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD. W.T.AU� % VIC�NTVIC�NT IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED ;SON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED RATION THEREIN EXPRESSED. _CAY PE /1�998. PATSY,! TOWNSEND NOtory PulAc Sots ofTBXO! NOTARY PU IC AND FOR C.Of1Ytlytion EVkeo 2.27•UO DALLAS CO T TEXAS COMMISSION EXPIRES / SURVEYOR'S CERTIFICATE I. JUAN E. GALVAN, REGISTERED PROFESSIONAL LAND SURVEYOR AM AUTHORIZED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY CERTIFY THAT TURNER COLLIE & BRADEN INC.. PREPARED THIS PLAT FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND UNDER MY SUPERVISION AND THAT THE CORNER YAM&MENTS SHOWN THEREON AS SET OR FOUND WERE PROPERLY PLACED OR RECOVERED IN ACCORDANCE WITH THE SUBDIVISION REGULATION OF HIGHLAND VILLAGE. TEXAS. /A A E. GALVAN �TEREO PROFESSIONAL LAND SURVEYOR REGISTRATION NO. 4011 STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JUAN E. GALVAN, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. r GIVEN UNDER MY HAND AND SEAL OF OFFICE. THIS THE �� DAY OF O CCE.Mb e \ 1998. �. A� e� NOTARY PUBLIC "Y n`aa= B. GAIL BROWN DALLAS COUNTY. TEXAS ` COMMISSION EXPIRES 3-R'GJ,I __ Notary Public, State of Texas • • �''n My Commission Expires 03-OB-00 7 -7-� CERTIFICATE OF APPROVAL ON THIS / /) '� DAY OF DL�.C'i' 19%. THE PLANNING AND ZONING COMMISSION OF THE CITY OF HIGHLAND VILLAGE. TEXAS. HEREBY APPROVES THE FOREGOING PLAT OF ' OVERLOOK AT HIGHLAND SHORES. SECTION TWO' AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS. SUBMITTED BY BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD., OWNER. CHAIRMAN PLANNIN AND ZONING COMMISSION. CITY OF HIGHLAND VILLAGE. TEXAS CERTIFICATE OF APPROVAL ON THIS U DAY OF [J'?iGi ' . 1998, THE CITY COUNCIL OF THE CITY OF HLAND VI E THE FOREGOING PLAT OF . OVERLOOK AT HIGHLAND SHORES, SECTION TWO' AN ADDITION TO THE CITY 0 HI VILLAGE. PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD.. OWNER. i L�- CITY OF HIGHLAND VILLAGE. FINAL PLAT THE OVERLOOK AT HIGHLAND SHORES SECTION TWO HIGHLAND VILLAGE, TEXAS 30.485 ACRES PART OF THE T&P RAILROAD SURVEY, A-1300 J. HICKS SURVEY, A-587 G.W. JACKSON SURVEY, A-1599 48 LOTS PREPARED FOR: 2 COMMON GREENS BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD. 15770 DALLAS PARKWAY SUITE 300 LB 66 DALLAS, TEXAS 75248 (972) 663-1538 BEAL 4 BLOCKS APRILY 1998 PREPARED BY, > TURNER COLLIE & BRADEN INC. SURVCON INC. 5710 LBJ FREEWAY, SUITE 370 1901 ROYAL LANE, SUITE 100 DALLAS, TEXAS 75240. (972) 960-9651 FARMERS BRANCH, TEXAS 75229, (972) 869-4833 q o T.C. & B. JOB NO. 23-98034-005 SHEET 1 OF 3 o' 25 24 12 \ / / v / v v / / / v v 11 / -L Gi�C.J� i _ NOTES. i 1 KU 25 \ PROPOSED \ /' / \ / / / / 1. ) THE RADIUS ON ALL BLOCK CORNERS IS 20.00 FEET UNLESS OTHERWISE NOTED. / \ HIGHLAND SHORES \/ \ \ / / / ' /` 2.) ALL EASEMENTS ON LOT LINES ARE CENTERED UNLESS OTHERWISE NOTED. \ 1 p HIGHLAND SHORES - ` \ PHASE 1 7C / / \\ / \ \ / / / 1 3. ) A 5 FOOT UTILITY & ACCESS EASEMENT ADJOINING ALL RIGHT OF WAYS IS HEREBY PHASE 1.2-C - / \ / / i/v / / / / DEDICATED. CABINET L PGS. 83-85 '~` \ \ \ \�Ag ' /' / / / / / /� \ \ 2 \ \ \ / 4.) ELEVATIONS REFERENCED TO N.G.S. DATUM SITE B.M. - CONCRETE MONUMENT \ P . R , D . C . T / \ J / \ / / C / / W/ BRASS CAP MARKED (S3). LOCATEO S 35-11-37 E 3921.52 FEET 26 / \ \ / PROPOSED / FROM THE P.O.B. OF THIS PLAT. \ \ " ' \ / HIGHLAND SHORES / 5. ) S.S.E. INDICATES SANITARY SEWER EASEMENT, STM.S.E. INDICATES STORM 27 //�/ \\ 3Tm0 �Sg // \\\ \\\ // / WATER PHASE 17C / / LINEREASEMENT, DUE. INDICATESSDRAINAGE EASEMENT, S.L.UTILITY EASEMENTi W.L.E. INDICCATESEBUILDING LINE 26 `� ]� / 6.1 ALL PROPERTY BELOW ELEVATION 537 IS SUBJECT 5, FLOWAGE EASEMENT AS ESTABLISHED IN INSTRUMENT OF RECORD, VOLUME 465, L - NO FILLING. EXCAVATING, OR CONSTRUCTION GOF6PERMANENT OSTRUCTURES E IS ALLOWED 28 \\ \\ \ w • 33.z1 2y 5 \°\ sue✓eF / / \ \ \ \ / / ' WITHINOF THE HER537 FLOWAGE EASEMENT WITHOUT PERMISSION FROM THE UNITED STATES CORPS / \ A °. 22 \ / / \ \ / / ' 7.) EXISTING U.E.. S.S.E.. W.L.E. & D.E. SHOWN HAVE BEEN DEDICATED BY THE PLATS OF / \ \ AS. - `'a / / \ \ \ \ / / HIGHLAND SHORES PHASES 12-C AND OVERLOOK SECTION ONE. 29 / /'� \ \3 5� Tg e0 / 29.9s 22687 S F s\ / / \ \ ` / ' 8. ) EXISTING ZONING. PO-5 / \ \ �q- 55'h3 n30 \ \ 9.) SURFACE DRAINAGE IN D.E. LOCATED WITHIN LOTS MUST BE MAINTAINED BY .30/ \ 25 3 �, m 10• D. E.� / \ \ \ / INDIVIDUAL LOT OWNER. K \ \ \ � 10.> THE LOT LINE ADJACENT TO NORTHWOOD DRIVE FOR THE FOLLOWING LOTS / \ p QP1 V, a wi 0� 5 21 �0/ / / \ ` I SHALL BE A SIDE LOT LINE, BLOCK OA LOTS 5&6. BLOCK OD LOTS 18,2. BLOCK OB LOT 22. 15971 S F PO B \\ q N9 18244 S 31.42 2 o°00 ,5 02 `00 a'I 9 S @@@e a 2 �Bg\ NS?J�. lC 31.42 3,�' 1 2gwAe 9 ry \ 3@ 15492 S F 3 25" e3 „ 18222 S F 2 n •a> m \]7e - / ,LG T5 S� 'eN 's 55' ob 5 x 19 2 //�\ .t � 9 25� w3� RA N '`� e 17546 S F 1.62 9.9q• 0 ]ie, 15492 S F N /,/� 2 30 y5, 0�'• N� O °s m 05 n5 4 w 29.26 rrm yN @ L 16253 S F s> S ati ( ISA`c91 h@ 15492 S F m ,.� m5. / ��\ NG ee ---'----'"� C47 NZ 0 `' \ w \ 20975 S F 99 • •e° m? rB ce / / °0 3> BOHkS OA1 eoi 17 2g \9 n4 3 ° VF \ 15492 S F/�'c'^----- N 5a5 a; s 17933 S F c� 5, 0• 23' ,A S @•C e0 m5 9y.> N OJa-{�1B'3`� Z sm \. \ a 25' .m 2 e v° 18177 S F ] p \ m 1 6 \9 29 N�„n..r.,.►""' --- -� ` w Z NFJ w \ 0� 20 5 >> v° 0h `>' 3y 99 \ =3.36. \ W � V v ° 3e A' A' +s \\ 15492 S F (n 19540 S F \-- 7 e0 538 ` l 538 I W 20' S.S.E. � 's `h0• �E n 3, ST ee o� � f0' O.E. LLJ E 'm 60 E t 31.@ =S. �6 18645 $ F '� y S.S.E. 35• 55'g3 .� QP 93� 2 tih 1 0 15 °� ' 5 ze.0 2' 6� 14 SCALE 1' • 100 O o+ S 66'y t =/ 5Q s 18361 S F ^`� 15506 S F m '� 24923 S F� {\ 1 >` 10G 51 Q(iE 0.V ss A•' 19791 S F �• 31.42 \\ i]6 I.n ron6'20 M b ; 32655dc' H ee m 4 \;m , '? T.1n \ 3 3e''9 5 l @.@_\ S9. 9g g3.2t 62 N 8 w o 3 i M1 f h o °900 N16 3 N Q 20911 S F �z ,.� F� 30'� 21237 S F m 9 �' 9@ 538 n m 18492 S F iP 4 �. Y\ i^ '�' m =3' i a 18 '.° N m> 50' 20081 S F > @ w 13 _ 3 <1 w 19668 S F `> \ / o- 9->> \ w a O U 2 I S 01 32.23 W �e , s y c 8 n .^ 23 O 7• !° ry A w 31673 S F \ 0 Nm \ l0• D.E. �26' 09 v- , 4. 1 m NU m IS ti 168. 01 m +6'2 v w n,05 E ? 6 30' Q C as 3 m' w z STH• / C7 M 15' ;P n t m 17133 S F.8 5 � \ y 25" y3 s 35.2 .,° v' (O N0n N �0 g F m! 9 c9N 20 y 10�/ 537' FLOWAGE EASEMENT h }- 3 QA `� ` 20 N18 \5 00 9i '>. m 99. a6 I �. `193.0@ �-0/ 2 9 y0 2 , 19368 S F ti6Am e`75m `W >s 18966 S F m t2 538 \ �� .;i O 6 Ci mm 0 22509 $ F m s° vv 9e ae. q� M X 1-00 , 25652 S F 'm s as, ay a, y 1 0 _ )4^ 1 2 O 3 �' s 12. '\ N mm 'Q 5 0\ ° 13 h 538 e F 20031 S F � m 29208 S F \ 7 F O e, 20663 S F m' m� a o J J z*2.ss m 52 \ �, o >' '' m ^' 1 1 a ' `m j2 mr= L s 05 v s y gyp• 20775 S F ,)^, �T m �s %n m \ ' / 90 •6" tY 1- L) to -1 W Q \ \ 5,0 ,35 NS. N 4y >• ` / 'Lv \ ,�-10' D.E. 00' �m f 3 538 2 i� V nJ t=,fit m £ 2 2 5 N �ry/pp1 s?2s t8920 S F , > U 4 m `t/ O m .. \ a m y'° 20 9y A/' i aAaeF \ \ 0 0°• y3015�y 41587 S F >ej•>s -538 �- 3 �` 2¢1.%{ ,� 0• "c2i¢i y¢ E ni, �.1.>..T N m 26426 S F we m �, n� to, sTM. s. E. .- a @ 5, =r.�>m„�. _ NJSY ze' S.S.E. 2 e e / s ,m e q3 N20 ...Zzw LU 4 ,,Y 3 ti m : va / 6 css \ m _ m s 5• -= V h 3 `s-3s.3 %'/ `mm s 9�e. 5/ 3>,> 9..n3 ,53. 2a L�w>--j o u u u u u w cx a LT_ cT tc ~ / e� zs@.aJ 3 y im w/ 11j 24433 S F ma °i ,2° .538 ma/ / 2 E GIUU O 0 N 0 Ql R C M 1 _/ 36635 S F °? �7 C9 Q B / g 2 /� Si `STy U, ,�� `'e, y5 .! 36142 S F y = m 26330 S F /^m $/ 538 �� a6 h3a \ Oy 3> �y a°. 5 o s �/ / es s��l ep 2 sS ' S3]' FLOWAGE EA6EMENT 20 m NCCESS A is.�. ss f 25, @` ORt29.26 ' 2 29. 6 ° 5 E4SE eN rt ,TYz@at7-35 v a 2 � cyS/ F \ N 5 T _ 2e'6,s,E• v "/ LEWISVILLE LAKE / Nc�2 CONM ' \ 538 1 ] / ti S•y 3 '17 34963 S F / 537' FLOWAGE EASEMENT $ s9 �N ORESN s3.va 42911 S F 10' STM.S.E. I "� S Nit 50' J9 638 x 2q^06^�31 >9. qS ! 0. 45q H h \�S, a / 0m/20' S.S.E. SS n 4 v 01 yE. mm- � 37. +0 >,. 33526 S F 538 VARIES VARIES / RB 12^qs �6 Ti0.024 E 8 190,'L3 "7'7• FLOWAGE EASEMENT / ti0m" BUILDING LINE VARIES I i R.O.W. i I BUILDING LINE 2 m 32104 S F 538/ / qml �j cog 5-� L--5'UTILITY & ACCESS EASEMENT \ COMI4ON GREEN NO, 2 LR N hT/ pN qo 1 Soy) I I I I \ 0.184 ACRES W ��A 42902 S F 538 (l ' J-I ( I I £ I• n _ /,/l /�/� �{- '�`I ( / - /+ LOT LINE 'I PWIDTH AVING II I 3 \ a N I^� 538 $ 2 /'," 62 /5'��0-' n-'�`�V 1 I IBI `(j. I Vl �t 1 fc' �} -�ll� 10' U.E. 5,) I VA I 5' ELECTRICAL ESMT. e I LitN 45967 S F / (! - V V "2 3 (r 1 6 -- tT I 1' I E'-1 c. l�. I I ( LOT LINE �j .�/ .J 1__- � 4 t1 /' �- iCl0l Z G±""2 14GIC,,-U I I I I TYPICAL UTILITY EASEMENT LOCATIONS N . T . S. LEGEND R B BLOCK DESIGNATION 538 MINIMUM FINISH FLOOR ELEVATION P.R.O.C.T PLAT RECORDS DENTON COUNTY TEXAS FINAL PLAT a J THE OVERLOOK AT HIGHLAND SHORES LEWISVILLE LAKE SECTION TWO MOM T.C. & B. JOB NO. 23-98034-005 , SHEET 2 OF 3e ou.§ COUNTY OF DENTON WHEREAS. BEAL DEVELOPMENT, LTD. IS THE OWNER OF A TRACT OF LAND SITUATED IN THE CITY OF HIGHLAND VILLAGE, DENTON COUNTY. TEXAS, BEING A PART OF THE T & P RAILROAD SURVEY. ABSTRACT 1300, THE G. JACKSON SURVEY, ABSTRACT 1599, AND THE J. HICKS SURVEY, ABSTRACT 587, AND BEING A PORTION OF THAT CALLED 87.220 ACRE TRACT OF LAND, DESCRIBED AS PARCEL 4. CONVEYED IN DEED TO BEAL DEVELOPMENT, LTD.. RECORDED IN CLERK'S FILE NUMBER 97-ROO49166, OF THE REAL PROPERTY RECORDS OF DENTON COUNTY. TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS, BEGINNING AT A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND IN THE WESTERLY LINE OF NORTHWOOD DRIVE (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) FOR THE NORTHERLY CORNER OF LOT 3. BLOCK RA OF THE OVERLOOK AT HIGHLAND SHORES, AN ADDITION TO THE CITY OF HIGHLAND VILLAGE. TEXAS. RECORDED IN CABINET M, PAGES 386-387 OF THE PLAT RECORDS OF DENTON COUNTY. TEXAS, THENCE NORTH 27'25'52' WEST, 162.91 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 25'59'57' WEST, 574.94 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' SET FOR THE BEGINNING OF A TANGENT CURVE TO THE LEFT, THENCE NORTHWESTERLY. 33.42 FEET ALONG THE ARC OF SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 560.00 FEET, A CENTRAL ANGLE 03'25'09', A CHORD WHICH BEARS NORTH 27.42'31' WEST, 33.41 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 60'34'54' EAST, 60.00 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 50.29'10' EAST, 137.53 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 23'56'15' EAST. 667.84 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 08-16'56' EAST, 64.96 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 06.08'39' WEST, 225.19 FEET TO A CONCRETE MONUMENT FOUND IN THE SOUTHERLY LINE OF LEWISVILLE LAKE AS DESCRIBED IN THE BOUNDARY CORRECTION AGREEMENT RECORDED IN VOLUME 1903, PAGE 263 OF THE DEED RECORDS OF DENTON COUNTY, TEXAS, THENCE ALONG SAID SOUTHERLY LINE OF LEWISVILLE LAKE FOR THE FOLLOWING TEN (10) COURSES, NORTH 83'04'23' EAST, 202.24 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 36'32'44' EAST, 298.10 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 06'03'20' EAST, 88.45 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 22'55'06' EAST. 153.43 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 36'22'13' EAST, 66.56 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 38'54'5G' EAST. 744.99 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 27.35'49' WEST, 180.87 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 85'14'37' WEST. 240.55 FEET TO A FOUND 'x' ON TOP OF CROSS MEMBER PIPE, SOUTH 09'08'24' EAST, 190.23 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 14.12'45' WEST, 165.82 FEET TO A FOUND P.K. NAIL IN CONCRETE FOR A NORTHEASTERLY CORNER OF LOT 1, BLOCK RB OF SAID THE OVERLOOK AT HIGHLAND SHORES, THENCE ALONG THE NORTHERLY LINE OF SAID THE OVERLOOK AT HIGHLAND SHORES FOR THE FOLLOWING NINE (9) COURSES, SOUTH 24'06'21' WEST. ALONG THE WESTERLY LINE OF SAID LOT 1. BLOCK IRS. 174.45 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 16'35'55' WEST. CONTINUING ALONG THE WESTERLY LINE OF SAID LOT 1. BLOCK RS. 114.69 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND IN THE NORTHERLY LINE OF OVERLOOK CIRCLE (A 50 FOOT WIDE PUBLIC RIGHT -OF -MAY) FOR THE SOUTHWESTERLY CORNER OF SAID LOT 1. BLOCK RB, NORTH 73'24'05' WEST, ALONG THE NORTHERLY LINE OF SAID OVERLOOK CIRCLE, 202.29 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND FOR THE BEGINNING OF A TANGENT CURVE TO THE LEFT, WESTERLY, 257.31 FEET ALONG THE NORTHERLY LINE OF SAID OVERLOOK CIRCLE AND ALONG THE ARC OF SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 425.00 FEET, A CENTRAL ANGLE OF 34.41'21. AND A CHORD WHICH BEARS SOUTH 89'15'14' WEST, 253.40 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 71'54'34' WEST, CONTINUING ALONG THE NORTHERLY LINE OF SAID OVERLOOK CIRCLE, 48.80 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND AT THE BEGINNING OF A TANGENT CURVE TO THE RIGHT, NORTHWESTERLY, 28.80 FEET ALONG THE ARC OF SAID TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET. A CENTRAL ANGLE OF 82'30'19', AND A CHORD WHICH BEARS NORTH 66.50'16' WEST, 26.38 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND IN THE EASTERLY LINE OF SAID NORTHWOOD DRIVE FOR A POINT OF REVERSE CURVATURE FOR A NON -TANGENT CURVE TO THE LEFT, NORTHWESTERLY, 2.35 FEET ALONG THE EASTERLY LINE OF SAID NORTHWOOD DRIVE ALONG THE ARC OF SAID NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 325.00 FEET, A CENTRAL ANGLE OF 00.24'50'. AND A CHORD WHICH BEARS NORTH 25.47'32' WEST, 2.35 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', NORTH 24.34'01' WEST, CONTINUING ALONG THE EASTERLY LINE OF SAID NORTHWOOD DRIVE, 37.15 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 64'00'03' WEST, CROSSING SAID NORTHWOOD DRIVE. 51.96 FEET TO THE POINT OF BEGINNING, CONTAINING A COMPUTED AREA OF 30.485 ACRES OF LAND. AdV14 - Xa.ndaQ TSTT :II '}dd.TaoaH 00"9 4wbN/30Q 00 "24 bU T pi.O0a?1 : Uld 1/ 0Q T00£000»--66 : W1111130Q tudOS:£ 2b 666T TT UeC UD AH313 ALNIID'J 1-I13H31I1A UIH1NA`) X1. A11,1603 N01N3Q :ui pJ.oaa1J Lo} paIT3 NOTE. NO FENCES SHOULD SLOPE WITH lam. ON GENTLY UNDULATING SITES. FEWE F- FE ES TO BEO BE �CONEO UP STRI.CTTEBEDYNINOIV16;.. I I I I PROPERTY OWNERS. STANDARD CONSTRUCTION DETAIL OWNERS PRIVACY FENCE N.T.S. �� . , s� -s► c -III (� C loss LOCATION MAP N.T.S. OWNERS CERTIFICATE NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS, wig THAT, BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD., OWNER, ACTING BY AND THROUGH ITS VICE PRESIDENT. M.T. SAURENMANN, DULY AUTHORIZED TO SO ACT, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE PROPERTY AS 'THE OVERLOOK AT HIGHLAND SHORES, SECTION TWO -AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND EASEMENTS SHOWN ON THIS PLAT FOR THE MUTUAL USE AND ACCOMOOATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME. ANY PUBLIC UTILITY SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESE EASEMENT STRIPS AND ANY PUBLIC UTILITY SHALL, AT ALL TIMES, HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON THE SAID STRIPS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTION, INSPECTING, PATROLLING. MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. THIS PLAT APPROVED SUBJECT TO ALL ORDINANCES, RULES, REGULATIONS AND RESOLUTIONS OF THE CITY OF HIGHLAND VILLAGE. TEXAS. BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD.. OWNER, ITS SUCCESSORS AND ASSIGNS DO HEREBY RELEASE AND HOLD HARMLESS THE CITY OF HIGHLAND VILLAGE, TEXAS, FOR ANY AND ALL CLAIMS FOR INJURIES AND DAMAGES ARISING OUT OF THE DEVELOPMENT OF THE HEREINABOVE PROPERTY DESIGNATED AS 'THE OVERLOOK AT HIGHLAND SHORES, SECTION TWO -INCLUDING BUT NOT LIMITED TO THE ESTABLISHMENT OF GRADES OR THE ALTERATION OF THE SURFACE OF ANY PORTION OF THE STREETS AND ALLEYS IN THE SUBDIVISION. WITNESS MY HAND, THIS THE � a ow DAY OF k ee0- 1-- , 19%. STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, W.T. SAURENMANN. VICE PRESIDENT, KNOWN TO ME TO BE THE F TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONE GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE BEAL PROPERTIES I . AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD. N. VIC�NTVIC�NT IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED SON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED RATION THEREIN EXPRESSED. DBY nF /1998.� PATSY,! TOWNSEND NOtory PUTAC Sots ofTBXO! NOTARY PU IC AND FOR C.ONYINNion EVkeo 2.27.OD DALLAS CO T TEXAS COMMISSION EXPIRES cA, 7 O SURVEYOR'S CERTIFICATE I. JUAN E. GALVAN, REGISTERED PROFESSIONAL LAND SURVEYOR AM AUTHORIZED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY CERTIFY THAT TURNER COLLIE & BRADEN INC.. PREPARED THIS PLAT FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND UNDER MY SUPERVISION AND THAT THE CORNER YAM&MENTS SHOWN THEREON AS SET OR FOUND WERE PROPERLY PLACED OR RECOVERED IN ACCORDANCE WITH THE SUBDIVISION REGULATION OF HIGHLAND VILLAGE. TEXAS. /A A 1� iASTREGOSTRATIONjRE INORL40AND SURVEYOR STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JUAN E. GALVAN, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. r GIVEN UNDER MY HAND AND SEAL OF OFFICE. THIS THE �� DAY OF O CCE.Mb e \ I998. .ACs.p ev:3 NOTARY PUBLIC "•Y n`aa= B. GAIL BROWN DALLAS COUNTY. TEXAS -�T r� ` COMMISSION EXPIRES 3-R'GJ,I X) Notary Public, State of Texas •''n My Commission Expires 03-08-00 /) 1 -7-� CERTIFICATE OF APPROVAL ON THIS / '� DAY OF 1948. THE PLANNING AND ZONING COMMISSION OF THE CITY OF HIGHLAND VILLAGE. TEXAS. HEREBY APPROVES THE FOREGOING PLAT OF ' OVERLOOK AT HIGHLAND SHORES. SECTION TWO' AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS. SUBMITTED BY BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD., OWNER. CHAIRMAN PLANNIN AND ZONING COMMISSION. CITY OF HIGHLAND VILLAGE. TEXAS CERTIFICATE OF APPROVAL ON THIS U DAY OF [J-PiGi ' 1998, THE CITY COUNCIL OF THE CITY OF HLANO VI EX S. THE FOREGOING PLAT OF , OVERLOOK AT HIGHLAND SHORES, SECTION TWO' AN ADDITION TO THE CITY 0 HIC 0 VILLAGE, EXAS. PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD., OWNER. Y CITY OF HIGHLAND VILLAGE. TEXAS FINAL PLAT THE OVERLOOK AT HIGHLAND SHORES SECTION TWO HIGHLAND VILLAGE, TEXAS 30.485 ACRES PART OF THE T&P RAILROAD SURVEY, A-1300 J. HICKS SURVEY, A-587 G.W. JACKSON SURVEY, A-1599 48 LOTS PREPARED FOR: 2 COMMON GREENS BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD. 15770 DALLAS PARKWAY SUITE 300 LB 66 DALLAS, TEXAS 75248 (972) 663-1538 PREPARED BY, TURNER COLLIE & BRADEN INC. 5710 LBJ FREEWAY, SUITE 370 DALLAS, TEXAS 75240. (972) 960-9651 BEAL 4 BLOCKS APRILY 1998 SURVCON INC. 1901 ROYAL LANE, SUITE 100 FARMERS BRANCH, TEXAS 75229, (972) 869-4833 T.C. & B. JOB NO. 23-98034-005 SHEET 1 OF 3 6A3 NOTE TABLE r CURVE TABLE _ . aww. = mJmmO-i NOTE DISTANCE BEARING RADIUS c0i GcL . ... ro OR OR m m n CHORD CHORD �X m CS) NOTE ARC LENGTH DELTA RADIUS BEARING DISTANCE o w ARC LENGTH DELTA mr m m r 1 35.21 3-25-09 590.00 N27-42-31W 35.20 2 179.22 20-32-15 500.00 S55 47 38E 178.273 o0E 1 75.30 SGG-03-45E . a i 250.00 S57-42-05E 105.46 a -=M-. E4> 2 48.26 S23-27-44W 4 267.01 30 35 48 500.00 S38 45 38W 263.85 wo = ea =� �E a+ 5 88.00 20 10 08 250.00 S64-08-36W . wzw u u u u u v 3 19.40 S54-03-32W 87.55 t,.wrJ o o v o ma 6 71.40 10-13-37 400.00 S69-06-52W 71.30 Awc' raasas 4 10.97 N64-00-22E 7 279.70 40-03-49 400.00 N43-58-09E 274.03 5 10.13 S64-46-22E 8 202.32 38-38-25 300.00 S45-19-09E 198.51 6 19.13 S15-46-32W20E 9 44.62 10-13-37 250.00 S20-53-08E 44.56 7 19.40 S54-03-32W 8 19.4-03-10 231.57 34-54-55 380.00 N41-23-42E 228.00 9 22.05 N64-00-03E E N11 19.25 55-09-00 20.00 NO3-38-15W 18.52 33 290-18-01 10 19.40 N54-03-32E 12 253.50.00 S66-03-45E 57.14 11 18.94 54-14-53 20.00 13 19.25 55-09-00 20.00 S51-30-45W 18.52 12 21.87 62-39-56 20.00 14 31.42 90-00-00 20.00 S21-03-45E 28.28 13 3.89 N45-31-30W 15 186.39 20-32-15 520.00 S55-47-38E 185.40 14 19.25 55-09-00 20.00 16 39.94 9-56-59 230.00 S50-30-OOE 39.89 15 19.07 21-51-09 50.00 17 21.87 62-39-56 20.00 S86-48-28E 20.80 16 19.25 55-09-00 20.00 18 171.77 196-49-54 50.00 S19-43-29E 98.92 17 13.00 N64-00-03E 19 18.94 54-14-53 20.00 S51-34-02W 18.24 18 6.50 1-37-09 230.00 20 268.79 29-36-57 520.00 S39-15-04W 265.80 19 19.40 N54-03-32E 21 95.04 20-10-08 270.00 S64-08-36W 94.55 20 88.45 S 6-03-20E 22 67.83 10-13-37 380.00 S69-06-52W 67.74 21 66.56 N36-22-13E 23 31.42 90-00-00 20.00 S19-00-03W 28.28 22 114.69 S16-35-55W 24 33.42 3-25-09 560.00 N27-42-31W 33.41 23 48.80 S71-54-34W 25 37.00 3-25-09 620.00 S27-42-31E 36.99 24 37.15 N24-34-01W 26 33.21 95-08-54 20.00 S73-34-24E 29.53 25 51.86 S64-00-03W 27 74.97 10-13-37 420.00 N69-06-52E 74.87 26 60.00 N60-34-54E 28 32.55 93-14-23 20.00 N27-36-28E 29.07 28 137.53 N50-29-IOE 29 28.05 6-59-14 230.00 N22-30-20W 28.03 29 64.96 N � 16-56E 30 159.62 32-39-43 280.00 N42-19-48W 157.46 30 89.21 N24-'34-01W 31 31.62 90-34-39 20.00 S76-03-OIW 28.43 31 73.71 N24-34-01W 32 212.79 29-01-45 420.00 S45-16-34W 210.53 32 ! 21.71 N73-24-05W 33 29.95 85-47-23 20.00 S16-53-45W 27.23 34 31.42 90-00-00 20.00 S70-59-57E 28.28 35 37.14 7-52-53 270.00 S22-03-30E 37.11 36 30.60 87-39-16 20.00 SGI-56-42E 27.70 37 80.96 20-10-08 230.00 N64-08-36E 80.55 38 265.67 31-42-45 480.00 N38-12-10E 262.30 39 29.26 83-50-06 20.00 N19-34-16W 26.72 40 75.23 15-57-49 270.00 N53-30-25W 74.98 41 172.05 20-32-15 480.00 N55-47-38W 171.14 42 31.42 90-00-00 20.00 S68-56-15W 28.28 43 29.26 83-49-06 20.00 S17-58-18E 26.72 44 189.23 33-52-55 320.00 S42-56-24E 186.49 45 45.00 4-57-30 520.00 N32-49-21E 44.99 46 257.31 34-41-21 425.00 S89-15-14W 253.40 47 28.80 82-30-19 20.00 N66-50-16W 26.38 48 33.42 3-25-09 560.00 N27-42-31W 33.41 49 75.93 13-53-36 313.13 NOI-53-15E 75.74 50 2.35 0-24-50 325.00 N25-47-32W 2.35 FINAL PLAT THE OVERLOOK AT HIGHLAND SHORES SECTION TWO T.C. "& B. JOB NO. 23-98034-005 SHEET 3 OF 3 25 24 12 \ / / v / v v / / / v v 11 / -L Gi�C.J� i _ NOTES. i 1 KU 25 \ PROPOSED \ /' / \ / / / / 1. ) THE RADIUS ON ALL BLOCK CORNERS IS 20.00 FEET UNLESS OTHERWISE NOTED. / \ HIGHLAND SHORES \/ \ \ / / / ' /` 2.) ALL EASEMENTS ON LOT LINES ARE CENTERED UNLESS OTHERWISE NOTED. \ 1 p HIGHLAND SHORES - ` \ PHASE 1 7C / / \\ / \ \ / / / 1 3. ) A 5 FOOT UTILITY & ACCESS EASEMENT ADJOINING ALL RIGHT OF WAYS IS HEREBY PHASE 1.2-C - / \ / / i/v / / / / DEDICATED. CABINET L PGS. 83-85 '~` \ \ \ \�Ag ' /' / / / / / /� \ \ 2 \ \ \ / 4.) ELEVATIONS REFERENCED TO N.G.S. DATUM SITE B.M. - CONCRETE MONUMENT \ P . R , D . C . T / \ J / \ / / C / / W/ BRASS CAP MARKED (S3). LOCATEO S 35-11-37 E 3921.52 FEET 26 / \ \ / PROPOSED / FROM THE P.O.B. OF THIS PLAT. \ \ " ' \ / HIGHLAND SHORES / 5. ) S.S.E. INDICATES SANITARY SEWER EASEMENT, STM.S.E. INDICATES STORM 27 //�/ \\ 3Tm0 �Sg // \\\ \\\ // / WATER PHASE 17C / / LINEREASEMENT, DUE. INDICATESSDRAINAGE EASEMENT, S.L.UTILITY EASEMENTi W.L.E. INDICCATESEBUILDING LINE 26 `� ]� / 6.1 ALL PROPERTY BELOW ELEVATION 537 IS SUBJECT 5, FLOWAGE EASEMENT AS ESTABLISHED IN INSTRUMENT OF RECORD, VOLUME 465, L - NO FILLING. EXCAVATING, OR CONSTRUCTION GOF6PERMANENT OSTRUCTURES E IS ALLOWED 28 \\ \\ \ w • 33.z1 2y 5 \°\ sue✓eF / / \ \ \ \ / / ' WITHINOF THE HER537 FLOWAGE EASEMENT WITHOUT PERMISSION FROM THE UNITED STATES CORPS / \ A °. 22 \ / / \ \ / / ' 7.) EXISTING U.E.. S.S.E.. W.L.E. & D.E. SHOWN HAVE BEEN DEDICATED BY THE PLATS OF / \ \ AS. - `'a / / \ \ \ \ / / HIGHLAND SHORES PHASES 12-C AND OVERLOOK SECTION ONE. 29 / /'� \ \3 5� Tg e0 / 29.9s 22687 S F s\ / / \ \ ` / ' 8. ) EXISTING ZONING. PO-5 / \ \ �q- 55'h3 n30 \ \ 9.) SURFACE DRAINAGE IN D.E. LOCATED WITHIN LOTS MUST BE MAINTAINED BY .30/ \ 25 3 �, m 10• D. E.� / \ \ \ / INDIVIDUAL LOT OWNER. K \ \ \ � 10.> THE LOT LINE ADJACENT TO NORTHWOOD DRIVE FOR THE FOLLOWING LOTS / \ p QP1 V, a wi 0� 5 21 �0/ / / \ ` I SHALL BE A SIDE LOT LINE, BLOCK OA LOTS 5&6. BLOCK OD LOTS 18,2. BLOCK OB LOT 22. 15971 S F PO B \\ q N9 18244 S 31.42 2 o°00 ,5 02 `00 a'I 9 S @@@e a 2 �Bg\ NS?J�. lC 31.42 3,�' 1 2gwAe 9 ry \ 3@ 15492 S F 3 25" e3 „ 18222 S F 2 n •a> m \]7e - / ,LG T5 S� 'eN 's 55' ob 5 x 19 2 //�\ .t � 9 25� w3� RA N '`� e 17546 S F 1.62 9.9q• 0 ]ie, 15492 S F N /,/� 2 30 y5, 0�'• N� O °s m 05 n5 4 w 29.26 rrm yN @ L 16253 S F s> S ati ( ISA`c91 h@ 15492 S F m ,.� m5. / ��\ NG ee ---'----'"� C47 NZ 0 `' \ w \ 20975 S F 99 • •e° m? rB ce / / °0 3> BOHkS OA1 eoi 17 2g \9 n4 3 ° VF \ 15492 S F/�'c'^----- N 5a5 a; s 17933 S F c� 5, 0• 23' ,A S @•C e0 m5 9y.> N OJa-{�1B'3`� Z sm \. \ a 25' .m 2 e v° 18177 S F ] p \ m 1 6 \9 29 N�„n..r.,.►""' --- -� ` w Z NFJ w \ 0� 20 5 >> v° 0h `>' 3y 99 \ =3.36. \ W � V v ° 3e A' A' +s \\ 15492 S F (n 19540 S F \-- 7 e0 538 ` l 538 I W 20' S.S.E. � 's `h0• �E n 3, ST ee o� � f0' O.E. LLJ E 'm 60 E t 31.@ =S. �6 18645 $ F '� y S.S.E. 35• 55'g3 .� QP 93� 2 tih 1 0 15 °� ' 5 ze.0 2' 6� 14 SCALE 1' • 100 O o+ S 66'y t =/ 5Q s 18361 S F ^`� 15506 S F m '� 24923 S F� {\ 1 >` 10G 51 Q(iE 0.V ss A•' 19791 S F �• 31.42 \\ i]6 I.n ron6'20 M b ; 32655dc' H ee m 4 \;m , '? T.1n \ 3 3e''9 5 l @.@_\ S9. 9g g3.2t 62 N 8 w o 3 i M1 f h o °900 N16 3 N Q 20911 S F �z ,.� F� 30'� 21237 S F m 9 �' 9@ 538 n m 18492 S F iP 4 �. Y\ i^ '�' m =3' i a 18 '.° N m> 50' 20081 S F > @ w 13 _ 3 <1 w 19668 S F `> \ / o- 9->> \ w a O U 2 I S 01 32.23 W �e , s y c 8 n .^ 23 O 7• !° ry A w 31673 S F \ 0 Nm \ l0• D.E. �26' 09 v- , 4. 1 m NU m IS ti 168. 01 m +6'2 v w n,05 E ? 6 30' Q C as 3 m' w z STH• / C7 M 15' ;P n t m 17133 S F.8 5 � \ y 25" y3 s 35.2 .,° v' (O N0n N �0 g F m! 9 c9N 20 y 10�/ 537' FLOWAGE EASEMENT h }- 3 QA `� ` 20 N18 \5 00 9i '>. m 99. a6 I �. `193.0@ �-0/ 2 9 y0 2 , 19368 S F ti6Am e`75m `W >s 18966 S F m t2 538 \ �� .;i O 6 Ci mm 0 22509 $ F m s° vv 9e ae. q� M X 1-00 , 25652 S F 'm s as, ay a, y 1 0 _ )4^ 1 2 O 3 �' s 12. '\ N mm 'Q 5 0\ ° 13 h 538 e F 20031 S F � m 29208 S F \ 7 F O e, 20663 S F m' m� a o J J z*2.ss m 52 \ �, o >' '' m ^' 1 1 a ' `m j2 mr= L s 05 v s y gyp• 20775 S F ,)^, �T m �s %n m \ ' / 90 •6" tY 1- L) to -1 W Q \ \ 5,0 ,35 NS. N 4y >• ` / 'Lv \ ,�-10' D.E. 00' �m f 3 538 2 i� V nJ t=,fit m £ 2 2 5 N �ry/pp1 s?2s t8920 S F , > U 4 m `t/ O m .. \ a m y'° 20 9y A/' i aAaeF \ \ 0 0°• y3015�y 41587 S F >ej•>s -538 �- 3 �` 2¢1.%{ ,� 0• "c2i¢i y¢ E ni, �.1.>..T N m 26426 S F we m �, n� to, sTM. s. E. .- a @ 5, =r.�>m„�. _ NJSY ze' S.S.E. 2 e e / s ,m e q3 N20 ...Zzw LU 4 ,,Y 3 ti m : va / 6 css \ m _ m s 5• -= V h 3 `s-3s.3 %'/ `mm s 9�e. 5/ 3>,> 9..n3 ,53. 2a L�w>--j o u u u u u w cx a LT_ cT tc ~ / e� zs@.aJ 3 y im w/ 11j 24433 S F ma °i ,2° .538 ma/ / 2 E GIUU O 0 N 0 Ql R C M 1 _/ 36635 S F °? �7 C9 Q B / g 2 /� Si `STy U, ,�� `'e, y5 .! 36142 S F y = m 26330 S F /^m $/ 538 �� a6 h3a \ Oy 3> �y a°. 5 o s �/ / es s��l ep 2 sS ' S3]' FLOWAGE EA6EMENT 20 m NCCESS A is.�. ss f 25, @` ORt29.26 ' 2 29. 6 ° 5 E4SE eN rt ,TYz@at7-35 v a 2 � cyS/ F \ N 5 T _ 2e'6,s,E• v "/ LEWISVILLE LAKE / Nc�2 CONM ' \ 538 1 ] / ti S•y 3 '17 34963 S F / 537' FLOWAGE EASEMENT $ s9 �N ORESN s3.va 42911 S F 10' STM.S.E. I "� S Nit 50' J9 638 x 2q^06^�31 >9. qS ! 0. 45q H h \�S, a / 0m/20' S.S.E. SS n 4 v 01 yE. mm- � 37. +0 >,. 33526 S F 538 VARIES VARIES / RB 12^qs �6 Ti0.024 E 8 190,'L3 "7'7• FLOWAGE EASEMENT / ti0m" BUILDING LINE VARIES I i R.O.W. i I BUILDING LINE 2 m 32104 S F 538/ / qml �j cog 5-� L--5'UTILITY & ACCESS EASEMENT \ COMI4ON GREEN NO, 2 LR N hT/ pN qo 1 Soy) I I I I \ 0.184 ACRES W ��A 42902 S F 538 (l ' J-I ( I I £ I• n _ /,/l /�/� �{- '�`I ( / - /+ LOT LINE 'I PWIDTH AVING II I 3 \ a N I^� 538 $ 2 /'," 62 /5'��0-' n-'�`�V 1 I IBI `(j. I Vl �t 1 fc' �} -�ll� 10' U.E. 5,) I VA I 5' ELECTRICAL ESMT. e I LitN 45967 S F / (! - V V "2 3 (r 1 6 -- tT I 1' I E'-1 c. l�. I I ( LOT LINE �j .�/ .J 1__- � 4 t1 /' �- iCl0l Z G±""2 14GIC,,-U I I I I TYPICAL UTILITY EASEMENT LOCATIONS N . T . S. LEGEND R B BLOCK DESIGNATION 538 MINIMUM FINISH FLOOR ELEVATION P.R.O.C.T PLAT RECORDS DENTON COUNTY TEXAS FINAL PLAT a J THE OVERLOOK AT HIGHLAND SHORES LEWISVILLE LAKE SECTION TWO MOM T.C. & B. JOB NO. 23-98034-005 , SHEET 2 OF 3e ou.§ COUNTY OF DENTON WHEREAS. BEAL DEVELOPMENT, LTD. IS THE OWNER OF A TRACT OF LAND SITUATED IN THE CITY OF HIGHLAND VILLAGE, DENTON COUNTY. TEXAS, BEING A PART OF THE T & P RAILROAD SURVEY. ABSTRACT 1300, THE G. JACKSON SURVEY, ABSTRACT 1599, AND THE J. HICKS SURVEY, ABSTRACT 587, AND BEING A PORTION OF THAT CALLED 87.220 ACRE TRACT OF LAND, DESCRIBED AS PARCEL 4. CONVEYED IN DEED TO BEAL DEVELOPMENT, LTD.. RECORDED IN CLERK'S FILE NUMBER 97-ROO49166, OF THE REAL PROPERTY RECORDS OF DENTON COUNTY. TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS, BEGINNING AT A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND IN THE WESTERLY LINE OF NORTHWOOD DRIVE (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) FOR THE NORTHERLY CORNER OF LOT 3. BLOCK RA OF THE OVERLOOK AT HIGHLAND SHORES, AN ADDITION TO THE CITY OF HIGHLAND VILLAGE. TEXAS. RECORDED IN CABINET M, PAGES 386-387 OF THE PLAT RECORDS OF DENTON COUNTY. TEXAS, THENCE NORTH 27'25'52' WEST, 162.91 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 25'59'57' WEST, 574.94 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' SET FOR THE BEGINNING OF A TANGENT CURVE TO THE LEFT, THENCE NORTHWESTERLY. 33.42 FEET ALONG THE ARC OF SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 560.00 FEET, A CENTRAL ANGLE 03'25'09', A CHORD WHICH BEARS NORTH 27.42'31' WEST, 33.41 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 60'34'54' EAST, 60.00 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 50.29'10' EAST, 137.53 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 23'56'15' EAST. 667.84 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 08-16'56' EAST, 64.96 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', THENCE NORTH 06.08'39' WEST, 225.19 FEET TO A CONCRETE MONUMENT FOUND IN THE SOUTHERLY LINE OF LEWISVILLE LAKE AS DESCRIBED IN THE BOUNDARY CORRECTION AGREEMENT RECORDED IN VOLUME 1903, PAGE 263 OF THE DEED RECORDS OF DENTON COUNTY, TEXAS, THENCE ALONG SAID SOUTHERLY LINE OF LEWISVILLE LAKE FOR THE FOLLOWING TEN (10) COURSES, NORTH 83'04'23' EAST, 202.24 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 36'32'44' EAST, 298.10 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 06'03'20' EAST, 88.45 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 22'55'06' EAST. 153.43 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 36'22'13' EAST, 66.56 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 38'54'5G' EAST. 744.99 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 27.35'49' WEST, 180.87 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 85'14'37' WEST. 240.55 FEET TO A FOUND 'x' ON TOP OF CROSS MEMBER PIPE, SOUTH 09'08'24' EAST, 190.23 FEET TO A FOUND P.K. NAIL IN CONCRETE, SOUTH 14.12'45' WEST, 165.82 FEET TO A FOUND P.K. NAIL IN CONCRETE FOR A NORTHEASTERLY CORNER OF LOT 1, BLOCK RB OF SAID THE OVERLOOK AT HIGHLAND SHORES, THENCE ALONG THE NORTHERLY LINE OF SAID THE OVERLOOK AT HIGHLAND SHORES FOR THE FOLLOWING NINE (9) COURSES, SOUTH 24'06'21' WEST. ALONG THE WESTERLY LINE OF SAID LOT 1. BLOCK IRS. 174.45 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 16'35'55' WEST. CONTINUING ALONG THE WESTERLY LINE OF SAID LOT 1. BLOCK RS. 114.69 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND IN THE NORTHERLY LINE OF OVERLOOK CIRCLE (A 50 FOOT WIDE PUBLIC RIGHT -OF -MAY) FOR THE SOUTHWESTERLY CORNER OF SAID LOT 1. BLOCK RB, NORTH 73'24'05' WEST, ALONG THE NORTHERLY LINE OF SAID OVERLOOK CIRCLE, 202.29 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND FOR THE BEGINNING OF A TANGENT CURVE TO THE LEFT, WESTERLY, 257.31 FEET ALONG THE NORTHERLY LINE OF SAID OVERLOOK CIRCLE AND ALONG THE ARC OF SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 425.00 FEET, A CENTRAL ANGLE OF 34.41'21. AND A CHORD WHICH BEARS SOUTH 89'15'14' WEST, 253.40 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 71'54'34' WEST, CONTINUING ALONG THE NORTHERLY LINE OF SAID OVERLOOK CIRCLE, 48.80 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND AT THE BEGINNING OF A TANGENT CURVE TO THE RIGHT, NORTHWESTERLY, 28.80 FEET ALONG THE ARC OF SAID TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET. A CENTRAL ANGLE OF 82'30'19', AND A CHORD WHICH BEARS NORTH 66.50'16' WEST, 26.38 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON' FOUND IN THE EASTERLY LINE OF SAID NORTHWOOD DRIVE FOR A POINT OF REVERSE CURVATURE FOR A NON -TANGENT CURVE TO THE LEFT, NORTHWESTERLY, 2.35 FEET ALONG THE EASTERLY LINE OF SAID NORTHWOOD DRIVE ALONG THE ARC OF SAID NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 325.00 FEET, A CENTRAL ANGLE OF 00.24'50'. AND A CHORD WHICH BEARS NORTH 25.47'32' WEST, 2.35 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', NORTH 24.34'01' WEST, CONTINUING ALONG THE EASTERLY LINE OF SAID NORTHWOOD DRIVE, 37.15 FEET TO A FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 'SURVCON', SOUTH 64'00'03' WEST, CROSSING SAID NORTHWOOD DRIVE. 51.96 FEET TO THE POINT OF BEGINNING, CONTAINING A COMPUTED AREA OF 30.485 ACRES OF LAND. AdV14 - Xa.ndaQ TSTT :II '}dd.TaoaH 00"9 4wbN/30Q 00 "24 bU T pi.O0a?1 : Uld 1/ 0Q T00£000»--66 : W1111130Q tudOS:£ 2b 666T TT UeC UD AH313 ALNIID'J 1-I13H31I1A UIH1NA`) X1. A11,1603 N01N3Q :ui pJ.oaa1J Lo} paIT3 NOTE. NO FENCES SHOULD SLOPE WITH lam. ON GENTLY UNDULATING SITES. FEWE F- FE ES TO BEO BE �CONEO UP STRI.CTTEBEDYNINOIV16;.. I I I I PROPERTY OWNERS. STANDARD CONSTRUCTION DETAIL OWNERS PRIVACY FENCE N.T.S. �� . , s� -s► c -III (� C loss LOCATION MAP N.T.S. OWNERS CERTIFICATE NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS, wig THAT, BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD., OWNER, ACTING BY AND THROUGH ITS VICE PRESIDENT. M.T. SAURENMANN, DULY AUTHORIZED TO SO ACT, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE PROPERTY AS 'THE OVERLOOK AT HIGHLAND SHORES, SECTION TWO -AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND EASEMENTS SHOWN ON THIS PLAT FOR THE MUTUAL USE AND ACCOMOOATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME. ANY PUBLIC UTILITY SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESE EASEMENT STRIPS AND ANY PUBLIC UTILITY SHALL, AT ALL TIMES, HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON THE SAID STRIPS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTION, INSPECTING, PATROLLING. MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. THIS PLAT APPROVED SUBJECT TO ALL ORDINANCES, RULES, REGULATIONS AND RESOLUTIONS OF THE CITY OF HIGHLAND VILLAGE. TEXAS. BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD.. OWNER, ITS SUCCESSORS AND ASSIGNS DO HEREBY RELEASE AND HOLD HARMLESS THE CITY OF HIGHLAND VILLAGE, TEXAS, FOR ANY AND ALL CLAIMS FOR INJURIES AND DAMAGES ARISING OUT OF THE DEVELOPMENT OF THE HEREINABOVE PROPERTY DESIGNATED AS 'THE OVERLOOK AT HIGHLAND SHORES, SECTION TWO -INCLUDING BUT NOT LIMITED TO THE ESTABLISHMENT OF GRADES OR THE ALTERATION OF THE SURFACE OF ANY PORTION OF THE STREETS AND ALLEYS IN THE SUBDIVISION. WITNESS MY HAND, THIS THE � a ow DAY OF k ee0- 1-- , 19%. STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, W.T. SAURENMANN. VICE PRESIDENT, KNOWN TO ME TO BE THE F TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONE GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE BEAL PROPERTIES I . AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD. N. VIC�NTVIC�NT IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED SON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED RATION THEREIN EXPRESSED. DBY nF /1998.� PATSY,! TOWNSEND NOtory PUTAC Sots ofTBXO! NOTARY PU IC AND FOR C.ONYINNion EVkeo 2.27.OD DALLAS CO T TEXAS COMMISSION EXPIRES cA, 7 O SURVEYOR'S CERTIFICATE I. JUAN E. GALVAN, REGISTERED PROFESSIONAL LAND SURVEYOR AM AUTHORIZED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY CERTIFY THAT TURNER COLLIE & BRADEN INC.. PREPARED THIS PLAT FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND UNDER MY SUPERVISION AND THAT THE CORNER YAM&MENTS SHOWN THEREON AS SET OR FOUND WERE PROPERLY PLACED OR RECOVERED IN ACCORDANCE WITH THE SUBDIVISION REGULATION OF HIGHLAND VILLAGE. TEXAS. /A A 1� iASTREGOSTRATIONjRE INORL40AND SURVEYOR STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JUAN E. GALVAN, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. r GIVEN UNDER MY HAND AND SEAL OF OFFICE. THIS THE �� DAY OF O CCE.Mb e \ I998. .ACs.p ev:3 NOTARY PUBLIC "•Y n`aa= B. GAIL BROWN DALLAS COUNTY. TEXAS -�T r� ` COMMISSION EXPIRES 3-R'GJ,I X) Notary Public, State of Texas •''n My Commission Expires 03-08-00 /) 1 -7-� CERTIFICATE OF APPROVAL ON THIS / '� DAY OF 1948. THE PLANNING AND ZONING COMMISSION OF THE CITY OF HIGHLAND VILLAGE. TEXAS. HEREBY APPROVES THE FOREGOING PLAT OF ' OVERLOOK AT HIGHLAND SHORES. SECTION TWO' AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS. SUBMITTED BY BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD., OWNER. CHAIRMAN PLANNIN AND ZONING COMMISSION. CITY OF HIGHLAND VILLAGE. TEXAS CERTIFICATE OF APPROVAL ON THIS U DAY OF [J-PiGi ' 1998, THE CITY COUNCIL OF THE CITY OF HLANO VI EX S. THE FOREGOING PLAT OF , OVERLOOK AT HIGHLAND SHORES, SECTION TWO' AN ADDITION TO THE CITY 0 HIC 0 VILLAGE, EXAS. PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD., OWNER. Y CITY OF HIGHLAND VILLAGE. TEXAS FINAL PLAT THE OVERLOOK AT HIGHLAND SHORES SECTION TWO HIGHLAND VILLAGE, TEXAS 30.485 ACRES PART OF THE T&P RAILROAD SURVEY, A-1300 J. HICKS SURVEY, A-587 G.W. JACKSON SURVEY, A-1599 48 LOTS PREPARED FOR: 2 COMMON GREENS BEAL PROPERTIES INC. AS GENERAL PARTNER OF BEAL DEVELOPMENT, LTD. 15770 DALLAS PARKWAY SUITE 300 LB 66 DALLAS, TEXAS 75248 (972) 663-1538 PREPARED BY, TURNER COLLIE & BRADEN INC. 5710 LBJ FREEWAY, SUITE 370 DALLAS, TEXAS 75240. (972) 960-9651 BEAL 4 BLOCKS APRILY 1998 SURVCON INC. 1901 ROYAL LANE, SUITE 100 FARMERS BRANCH, TEXAS 75229, (972) 869-4833 T.C. & B. JOB NO. 23-98034-005 SHEET 1 OF 3 6A3 NOTE TABLE r CURVE TABLE _ . aww. = mJmmO-i NOTE DISTANCE BEARING RADIUS c0i GcL . ... ro OR OR m m n CHORD CHORD �X m CS) NOTE ARC LENGTH DELTA RADIUS BEARING DISTANCE o w ARC LENGTH DELTA mr m m r 1 35.21 3-25-09 590.00 N27-42-31W 35.20 2 179.22 20-32-15 500.00 S55 47 38E 178.273 o0E 1 75.30 SGG-03-45E . a i 250.00 S57-42-05E 105.46 a -=M-. E4> 2 48.26 S23-27-44W 4 267.01 30 35 48 500.00 S38 45 38W 263.85 wo = ea =� �E a+ 5 88.00 20 10 08 250.00 S64-08-36W . wzw u u u u u v 3 19.40 S54-03-32W 87.55 t,.wrJ o o v o ma 6 71.40 10-13-37 400.00 S69-06-52W 71.30 Awc' raasas 4 10.97 N64-00-22E 7 279.70 40-03-49 400.00 N43-58-09E 274.03 5 10.13 S64-46-22E 8 202.32 38-38-25 300.00 S45-19-09E 198.51 6 19.13 S15-46-32W20E 9 44.62 10-13-37 250.00 S20-53-08E 44.56 7 19.40 S54-03-32W 8 19.4-03-10 231.57 34-54-55 380.00 N41-23-42E 228.00 9 22.05 N64-00-03E E N11 19.25 55-09-00 20.00 NO3-38-15W 18.52 33 290-18-01 10 19.40 N54-03-32E 12 253.50.00 S66-03-45E 57.14 11 18.94 54-14-53 20.00 13 19.25 55-09-00 20.00 S51-30-45W 18.52 12 21.87 62-39-56 20.00 14 31.42 90-00-00 20.00 S21-03-45E 28.28 13 3.89 N45-31-30W 15 186.39 20-32-15 520.00 S55-47-38E 185.40 14 19.25 55-09-00 20.00 16 39.94 9-56-59 230.00 S50-30-OOE 39.89 15 19.07 21-51-09 50.00 17 21.87 62-39-56 20.00 S86-48-28E 20.80 16 19.25 55-09-00 20.00 18 171.77 196-49-54 50.00 S19-43-29E 98.92 17 13.00 N64-00-03E 19 18.94 54-14-53 20.00 S51-34-02W 18.24 18 6.50 1-37-09 230.00 20 268.79 29-36-57 520.00 S39-15-04W 265.80 19 19.40 N54-03-32E 21 95.04 20-10-08 270.00 S64-08-36W 94.55 20 88.45 S 6-03-20E 22 67.83 10-13-37 380.00 S69-06-52W 67.74 21 66.56 N36-22-13E 23 31.42 90-00-00 20.00 S19-00-03W 28.28 22 114.69 S16-35-55W 24 33.42 3-25-09 560.00 N27-42-31W 33.41 23 48.80 S71-54-34W 25 37.00 3-25-09 620.00 S27-42-31E 36.99 24 37.15 N24-34-01W 26 33.21 95-08-54 20.00 S73-34-24E 29.53 25 51.86 S64-00-03W 27 74.97 10-13-37 420.00 N69-06-52E 74.87 26 60.00 N60-34-54E 28 32.55 93-14-23 20.00 N27-36-28E 29.07 28 137.53 N50-29-IOE 29 28.05 6-59-14 230.00 N22-30-20W 28.03 29 64.96 N � 16-56E 30 159.62 32-39-43 280.00 N42-19-48W 157.46 30 89.21 N24-'34-01W 31 31.62 90-34-39 20.00 S76-03-OIW 28.43 31 73.71 N24-34-01W 32 212.79 29-01-45 420.00 S45-16-34W 210.53 32 ! 21.71 N73-24-05W 33 29.95 85-47-23 20.00 S16-53-45W 27.23 34 31.42 90-00-00 20.00 S70-59-57E 28.28 35 37.14 7-52-53 270.00 S22-03-30E 37.11 36 30.60 87-39-16 20.00 SGI-56-42E 27.70 37 80.96 20-10-08 230.00 N64-08-36E 80.55 38 265.67 31-42-45 480.00 N38-12-10E 262.30 39 29.26 83-50-06 20.00 N19-34-16W 26.72 40 75.23 15-57-49 270.00 N53-30-25W 74.98 41 172.05 20-32-15 480.00 N55-47-38W 171.14 42 31.42 90-00-00 20.00 S68-56-15W 28.28 43 29.26 83-49-06 20.00 S17-58-18E 26.72 44 189.23 33-52-55 320.00 S42-56-24E 186.49 45 45.00 4-57-30 520.00 N32-49-21E 44.99 46 257.31 34-41-21 425.00 S89-15-14W 253.40 47 28.80 82-30-19 20.00 N66-50-16W 26.38 48 33.42 3-25-09 560.00 N27-42-31W 33.41 49 75.93 13-53-36 313.13 NOI-53-15E 75.74 50 2.35 0-24-50 325.00 N25-47-32W 2.35 FINAL PLAT THE OVERLOOK AT HIGHLAND SHORES SECTION TWO T.C. "& B. JOB NO. 23-98034-005 SHEET 3 OF 3