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SL0585AS_ ,. , �.0 OWNERS CERTIFICATE Jj G.._ ij: )'v . 2 9 STATE OF TEXAS I( COUNTY OF DENTON I( WHEREAS, HIGHLAND SHORES, INC. IS THE OWNER OF A TRACT OF LAND SITUATED IN THE CITY OF HIGHLAND VILLAGE, DENTON COUNTY'; "'TEXAS, PART OF THE R. ROGERS SURVEY ABSTRACT NO. 1098, THE F. HYATT SURVEY ABSTRACT NO. 559, AND THE E.T. CLARY SURVEY ABSTRACT NO. 248, AND BEING PART OF TWO TRACTS DESCRIBED AS TRACTS IX AND X 6Y INSTRUMENT RECORDED IN VOLUME 743, PAGE 137, DEED RQCOROS OF DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: #?Fp1#TT BEGINNING AT A 5/8-INCH IRON ROD FOUND FOR THE MOST EASTERLY CORNER OF HIGHLAND SHORES BOULEVARD (A VARIABLE WIDTH PUBLIC R.O.W.), AS SHOWN BY THE FINAL PLAT OF HIGHLAND SHORES PHASE S-P, OF RECORD IN CABINET G, PAGE 285-287, PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE, NORTH 53'39'36' EAST, 681.08 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 58'50'31- EAST, 89.04 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 42'43'16' EAST, 278.99 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 46.19'49' EAST, 243.14 FEET TO A 5/8' STEEL ROD ON THE ARC OF A CURVE TO THE RIGHT, SAME BEING ON THE SOUTHERLY LINE OF TIMBER CREST, (A 50' PUBLIC R.O.W.); THENCE, CONTINUING WITH THE RIGHT-OF-WAY OF TIMBER CREST ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIAL BEARING OF NORTH 46-19'48- WEST, A CENTRAL ANGLE OF 2-07'39', AND A RADIUS OF 1025.00 FEET, 38.06 FEET TO A 5/8- STEEL ROD; THENCE, SOUTH 55'21'13- EAST, 281.62 FEET TO A 5/8- STEEL ROD; THENCE, SOUTH 43'46'45' EAST, 339.87 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 27'52'27' WEST, 236.63 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 43-24'01' WEST, 613.57 FEET TO A 5/8- STEEL ROD ON THE EASTERLY LINE OF SAID HIGHLAND SHORES BOULEVARD, (A VARIABLE WIDTH PUBLIC R.O.W. ); THENCE, NORTH 59.39'57- WEST WITH THE EASTERLY RIGHT-OF-WAY OF HIGHLAND SHORES BOULEVARD 364.34 FEET TO A 5/8- STEEL ROD FOR THE BEGINNING OF A CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF NORTH 30'20'03' EAST, A CENTRAL ANGLE OF 00'25'24', A RADIUS OF 965.00 FEET. AND AN ARC DISTANCE OF 7.13 FEET TO A STEEL ROD FOR THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID COMPOUND CURVE, HAVING A RADIAL BEARING OF NORTH 30'45'27' EAST, A CENTRAL ANGLE OF 9'34'42', A RADIUS OF 565.00 FEET, 94.45 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 49'39'51- WEST, 62.05 FEET TO A 5/8' STEEL ROD, FOR THE BEGINNING OF A CURVE TO THE LEFT; THENCE, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIAL BEARING OF SOUTH 40'20'09' WEST, A CENTRAL ANGLE OF 2'57'23', A RADIUS OF 285.00 FEET, 14.71 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 52-37'14- WEST, 279.50 FEET TO A 5/8' STEEL ROD, FOR THE BEGINNING OF A CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF NORTH 37'22'46' EAST, A CENTRAL ANGLE OF 8'10'08', A RADIUS OF 958.00 FEET, 136.59 FEET TO A 5/8- STEEL ROD, THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF NORTH 45'32'54' EAST, A CENTRAL ANGLE OF 4*54,05'1 A RADIUS OF 1526.09 FEET, 130.55 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 39'38'48' WEST, 53.41 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 54'33'07' EAST, 5.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 21.891 ACRES OF LAND. NOTES: 1. THE RADIUS ON ALL BLOCK CORNERS IS 20.00' UNLESS OTHERWISE NOTEO 2, ALL EASEMENTS ON LOT LINES ARE CENTERED UNLESS OTHERWISE NOTED 3. A 5.00 FOOT UTILITY EASEMENT ADJOINING ALL RIGHT OF WAYS IS HEREBY DEDICATED 4. ELEVATIONS REFERENCED TO N.G.S. DATUM. S I TE B.M. = CONCRETE MONUMENT W/ BRASS CAP MARKED (H. S. 1. 5 ), LOCATED N59' 51' 54- E, 1836.93 FEET FROM THE MOST NORTHERLY CORNER OF THIS PLAT CORNER ALSO BEING THE MOST SOUTHERLY OF LOT 2, BLOCK OH, HIGHLAND SHORES, PHASE IV-P. (N. G. S. ELEVATION 565.88) 5. ALL PROPERTY BELOW ELEVATION 537 IS SUBJECT TO FLOWAGE EASEMENT AS ESTABLISHED IN INSTRUMENT OF RECORD, VOLUME 465,PAGE675, DENTON COUNTY DEED RECORDS. Ql 0 1 ) S i t4,, C S S b®0 g LEGEND BLOCK DESIGNATION B.L. INDICATES BUILD!NG LINE U. E. INDICATES UTILITY EASEMENT E.E. INDICATES ELECTRICAL EASEMENT D.E. INDICATES DRAINAGE EASEMENT S.S.E. INDICATES SANITARY SEWER EASEMENT W.L.E. INDICATES WATER LINE EASEMENT STM.S.E. INDICATES STORM SEWER EASEMENT C.G. INDICATES COMMON GREEN 5 4 7 MINIMUM FINISH FLOOR ELEVATION NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, HIGHLAND SHORES. INC., OWNER, ACTING BY AND THRO GH ITS PRESIDENT, FAIRFIELD P. DAY, JR., DULY AUTHORIZED TO SO ACT, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE PROPERTY AS 'HIGHLAND SHORES, PHASE 7-C EAST', 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 ACCOMODATION 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. HIGHLAND SHORES, INC., 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 'HIGHLAND SHORES, PHASE 7-C EAST' 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 '•` } 1990. HIGHLAND SHORES; INC. FAIRFIELD P. DAY, JR." PRESIDENT STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED FAIRFIELD P. DAY, JR., 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. {{�� GIVEN UNDER MYHAND AND SEAL OF OFFICE, TH I S THE 'Y ,DAY OF Fi'ta S-r 1990. i4>: -i A- LY k., 7.,dros. NOTARY PUBLIC IN AND FUR DENTON COUNTY, TEXAS �1 COMMISSION EXPIRES SURVEYOR'S CERTIFICATE 1, JOHN D. SPATES, REGISTERED PROFESSIONAL LAND SURVEYOR FOR TURNER COLLIE & BRADEN INC., DO HEREBY CERTIFY THAT THIS PLAT WAS COMPUTED AND COMPILED UNDER MY SUPERVISION. JOHN D. SPATES C� REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTATION NO. 4182 STATE OF TEXAS COUNTY OF HARRIS BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JOHN D. SPATES, 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. f/ GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE WJ ' DAY OF 1990. NOT7, RY PUBLIC HARR IS COUNTY, TEXAS (- COMMISSION EXPIRES / 1, JOHNNY D.L. WILLIAMS, REGISTERED PROFESSIONAL LAND SURVEYOR FOR SURVCON INC., DO HEREBY DECLARE''7fiAT THIS PLAT AND THE METES AND BOUNDS DESCRIPTION CONTAINED WITHIN THE OWNERS CERTIFICATE HEREON, WERE PREPARED FROM A GROUND SURVEY PREFORMED UNDER MY SUPERVISION. ALL LOT CORNERS, RIGHT-OF-WAY AND BOUNDARY POINTS SHOWN HEREON, HAVE BEEN ESTABLISHED USING 5/8-INCH STEEL RODS IN ACCORDANCE WITH COORDINATE VALUES AND CALCULATIONS PROVIDED BY TURNER COLLIE & BRADEN INC. OHN. L. WILLIAMS REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTATION NO. 4818 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 JOHNNY D.L. WILLIAMS, KNOWN TO ME TO BE THE PERSON WHOSE NAME !S SUBSCRIBED TO THE FOREGOING INS RUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN �7SSED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE ��- DAY OF C"' � s 1990, ^ WIAMY PUBLIC DALL S COUNTY TEXAS COMMISSION EXPIRES CERTIFICATE OF APPROVAL ON THIS DAY OF SPrEMs�k. 1990, THE PLANNING AND ZONING COMMISSION OF THE CITY OF HIGHLAND VILLAGE, TEXAS, HEREBY APPROVES THE FOREGOING FINAL PLAT OF ' HIGHLAND SHORES, PHASE 7-C EAST' AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS, SUBMITTED BY HIGHLAND SHORES, INC., OWNER. CHAIRMAN PLANNING AND 'ZONING COMMISSION, CITY OF HIGHLAND VILLAGE, TEXAS FINAL PLAT HIGHLAND SHORES PHASE 7-C EAST AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS 21.891 ACRES (953, 563 SO. FT.) PART OF THE R. ROGERS SURVEY, ABST. NO. 1098 AND THE F. HYATT SURVEY, ABST. NO.559 AND THE E. T. CLARY SURVEY, ABST. NO. 248 DENTON COUNTY, TEXAS PREPARED FOR: HIGHLAND SHORES, INC. 2300 HIGHLAND VILLAGE ROAD, SUITE 320 HIGHLAND VILLAGE , TEXAS 75067-7148 49 LOTS (214) 221-9019 3 BLOCKS 3 COMMON GREEN AREAS AUGUST, 1990 PREPARED BY: TURNER COLLIE & BRADEN INC. SURVCON. INC. 5710 LBJ FREEWAY, SUITE 370 5710 LBJ FREEWAY, SUITE 180 DALLAS, TEXAS 75240, (214) 960-9651 DALLAS, TEXAS 75240, (214) 458-2173 T. C. & B. JOB NO. 45-89003-282 SURVCON JOB NO. 617-191 SHEET 1 OF 2 HIGHLAND SHORES PHASE 7-C (WEST) CAB. H PG. 180-181 P. R.D. C.T. / �yyE -COMMON GREEN 1 N0. 37 y 81,246 S0. FT. 1.865 ACRES p '7 fY1) \ c.c NOTE TABLE co S�:-p !0 A10 : 29 0 NOTE DISTANCE BEARING RADIUS OR OR ARC LENGTH DELTA � L E W I S V I L L E LAKE 1 60.45 N 17-02-25E •^,. �'„ 2 38.72 N66-07-21W \ • I:PIITr^ {�. 3 49.60 S25-34-23E / 4 36. 60 S62-48-59E 5 36. 87 S62-55-54E 6 19, 49 S52-37- 14E 0� 7 5.05 I I-34-06 25.00 O'yrv� S 8 19.66 N37-22-46E ! m ry v � 9 16.09 0-55- 19 1000.00 q. 0 0y S�/9 10 19.02 S60-49-32E 1d' \cO <0 s� `9 It 6.59 1-27-12 260.00 u / 912 19.29 N35-34-51W / Al{,l 4 S 8 ? 13 2.75 S64-11-37W 19562 S F !\,(\ Y 14 4.60 S25-48-23E \1. aw' Phi s `� SCALE I" = 100' 15 5.94 1-53-22 180.00 5 3 7 5 3 7 16 21.00 4-37-40 260.00 J 17 4.60 N25-48-23W 7 ` J�^`'� ti0 y9B 18 2.00 5-43-57 20.00 18455 S F l0 ` \ l + 19 19.02 S60-49-32E `(• /y s��o 20 15.00 1-47-26 480.00 Q G' " i� - sse•\ (qC 0` 21 16.00 S50-06- 16E gam; 0° s e• Iv °S HIGHLAND SHORES 22 20.00 1-10-09 980.00 Q. s o S 23 9.50 2-28-27 220.00 6 \ 200�'° as y° °° s s, FUTURE DEVELOPMENT 14373 5 F 5 \"• \\ 0 qu �- 5 3 7 \ ;o ` oo �' .,4i �/� 24 6.00 I-33-45 220.00 s ;• ® 00% /3 25 8.00 1-08-45 400.00 S S.S.E. ssa 13285 F`� \> P` co �' 141048S F o °40o F� 26 20.00 2-51-53 400.00 s ✓ `?' o yo � 'JS „ono B/ 27 19.29 N35-34- � !, `�> F`_ ��,, 9b' m�j ay: ✓°b 6� 28 19.66 66 N37-22-46E46E ,o cos �0 29 19.29 S35-34-51E 14403 S F w•" s• /\\ y as 17 `o s? 30 19.02 N60-49-32W a oo b\ .o s so• \0s• 0v r a"' n`' 31 19.02 560-49-32E C\4 sy. 2p had 16 32 19.29 N35-34-5IW so ^+ \bp' o ° 14 /o oO °p e(. " 13839 S F 33 4.60 S25-48-23E ? W ON- o 12487 S F ss.) 0a , _'� 34 4.60 N25-48-23W 9 \-. °j4. sS Z MZ ,t,: q' ,S �4 so•z0�0• \°o byp 'oo Np yo° os � 35 2.75 S64-II-37W 18720 S F z1 N o yp, /a �w S n ti Y $ o `"•� r tim ° °5� 36 10.83 I-49-32 340.00 ° n 22 y'9(y W� 37 S. 13 0-I8-25 958.00 ss+so 547 \ on f 131615512129 S F S F ss'�s 13 W s �y 1391115S F �. 38 53.90 S48-45-25E 9 st �9jy �+ ` �Q 39 62.79 S43-24-0 I W h' Y W�`( s`i? o A A q`° O�s sS od `'p' n i O 90 62.05 N49-39-SIW \../ R o �\- .°; \ 7S (: (• 9 ss zy oo HD �; v a ho 12 3°0 °o S0ti \"°' ros k 41 53. 41 N39-38-48W 3 a 4ry o^' ch S o a c o. 16829 5 F 0• 9\fir 16 )+, 12716 S F 4, °s s oo 42 5. 00 N54-33-O7E 0 < '0 12182 S F ^ s> & ry °o 14 F,` h 43 89. 04 S58-50-31E J ^ 23 c/i oo s4 2p, odno^ O >' i 14527 S F 44 19. 49 S52-37- 14E 0 13395 S F W B, H E" m b9n y ¢ e? ss <. ny �y s! eo n"' �e o yo'" ap 45 62. OS N49-39-SIW 1 7 °s Pp 0 I I '�.Q •s n' 5 \1 /B �o 4 46 53. 41 N39-38-48W o, 14378 S F ° s o s"• s 4 S so 12527 S F n 47 5.00 N54-33-07 E\ H co ° s < LEW I SV I LLE /.•- 4 b �s � ,s s �//� *s �` >°, b'�'o o Cn F; 48 89. 04 S58-50-31E 22 s r 537 12561 S F b 2p, s) ^p ' yti °v r ! >s �> sn'�A°' `\ "' LAKE 49 31. 39 N88-54-53W F NS°os ny wb Q( 1p.Gsep2 c,? o0 49.°° s p'p �\•sr zs z �, oA mN o 2292173S F 50 14. 30 543-24-OIW 51 20. 05 S27-52-27W 18 10 ° 15944 S F 15990 S F o h 15207 S F ,Oo = 13161 S F o o „ ` ory u a N 86-51-14 M o%^�•G� m h" ss. \o''�o mm A yo• \ss ,s C 169. 39 Mom. y y^ 06 )o q9- /o y 2 7 4 �U• , 0' 2, )o ° M 9 \ b wm a >`' w'V' Q 80 \6 ry o0 1232 I S F wa so 2 w 20 y �� 13092 S F noe �rva >S, 12 o N wed � C > y^i"oo 72448 S F I J ao s>s/'? o bho l4,p9 SS5417 S F ro hry 0 CURVE TABLE •' 13 1 T I S F wo re >s /° wy V1 �o FSs E; 0 `\ i° pSo 9 0o hd \no• « w^, p >o \ A' oo• & ry CHORD CHORD Q 3 e N:Z's�, n" `n 8 F\ 1z Qti y°o s) ssFpRF. & NOTE ARC LENGTH DELTA RADIUS BEARING DISTANCE ��' �.V `0• o..,�^o s °0 2 12055 S F a^+ ) +z ss ,y y :ry s 12005 S F "b b .ss 1 106.50 20-20-21 300.00 N27-42-35E 105. 94 2 va `rveev ?o so, so �S yK wb p4F� o•e zn 2 205.74 47-09-11 250.00 N40-37-OIE 199. 99 o >s, s> on `' �9. 1 1 `\ "' 3 358.21 20-31-25 1000.00 N53-55-54E 356. 29 0 9 P o• / 12358 S F 5' �� "`•+ 12587 S F w .�, )e9 •po/6 y t} y, J °F. " y9y "I'ssS/. m 4 93. 56 10-43-17 500.00 555-27-54E 93. 42 \P ss 12688 S F ,�e 7 0 / o �,p �> \ /`I' 5 340.41 18-45-14 1040.00 S59-28-53E 338. 89 S 9 y H D ! O ^ 10802 5 F \ y 2 s o F \ e b rs 0' S- 6 348.21 19-57-02 1000.00 N46-02-OOE 346. 45 ,e>s, 7 93. 81 26-52-30 200.00 N42-34-17E 92.95 2 �/� 9'>, y 2961 S F \sa°0�°� ao `ry o 10 C 8 2. 66 53-53-18 20. 00 NO2-II-22E 108. 75 124I I S F a y>s \ {y) n 0b o o• 0• +' 14106 S F T O° w `'i'S /` yrvh � oo- moo, J• ✓s So, 9 274.36 41-22-05 380.00 N45-26-19W 268.44 COMMON GREEN NO.39 10 127.93 30-32-31 240.00 N50-51-OGW 126. 42 SC s> s�oss n°' (• \ b 6 0`'o y 2726 S0. FT. 11 155. 51 37-07-35 240.00 S44-22-1 IE 152. 81 s o 12763 S F �/ % ` \ \Ss = 3 y0 Sso 0'0 9 y^• 0.063 ACRE 12 111. 08 31-49-17 200.00 $47-01-20E 109.66 ss 12480 S F b so Ago oS 0 h• `% 14568 S F y q � o o° p• H 13 39.27 90-00-00 25.00 N07-37- I4W 35. 36 C2 ho"'yho q ?s.2>'`s 14 10.83 1-49-32 340.00 N36-28-OOE 10. 83 _ / IS 27. 19 77-53-17 20.00 N74-29-52E 25. 14 ty °>o?o° r 4 p9J so IRC�F n s ° h^ I ✓ XslJ !� �16 42. 69 4-29- 14 545.03 S56-59-56E 42. 68 S se 13384 S F G,F y'a^' 8 0"' \�� 0' y \ 17 21.00 30-04-49 40.00 N85-25-53E 20.76 \ \ a r nh$ s + \ ys 14774 S F �6 m 18 7.13 0-25-24 965.00 N59-27-I5W 7. 13 C o�ss `nd e e /ss \ ¢ ¢ 14 94.45 9-34-42 565.00 N54-27- 12W 94.34 ?> o s? = 13343 S F o qo '°y 9s>0 AO r r '�', �GI /'�L r20 14.71 2-57-23 285. 00 N51-08-33W 14.70 c yn• fL W p``-✓fJ�?`��21 131.45 7-51-43 <4 958. 00 N46-22-58W 131.35 > 22 130, 55 4-54-05 1526. 09 N42-00-04W 130. 51 a e s 7 °i =23 54.71 11-23-54 275.00 S58-29-40W 54.62 14766 S F 2' m 16473 S F 01 '"�`� 24 125.00 7-38-07 938.00 S48-48-1IE 124.91 / \ `.)ys)C mw \j\ J ¢ �.,� �' /J tj 25 34. 36 78-44-20 25.00 S88- 19-01W 31. 72 / INSET H IGHLA D, SHORES ylcs93 .=s°,r =�,�� ybry o f 27 94. 45 9-34-42 565.00 N54-27-I2W 94. 34 PHASE 4-P ti�gNos>,� zBsr am 9N a I if _ elo_ch..o_-) 28 14.71 2-57-23 285,00 N51-08-33W 14.70 -` 3 z/ �\'m � � � %.. L�_C.<i}t. � / l � f� 29 136.59 8- 10-08 958.00 N48-32-IOW 136. 47 p \S/y 6q R. ROGERS SURVEY, A-1098 30 130.55 4-54-05 1526.09 N42-00-04W 130.51 / \ C B • G/ OR '�9 _ _ INTERSECTION OF OLD FENCE LINES 31 38..06 2-07-39 1025.00 S44-44-OIW 38.06 \ �S SNRVEY 6;PIE FOR THE SOUTHEAST CORNER OF THE 32 46. 18 10-10-34 260.00 N32-17-29E 46. 12 ° s 3 1 40 M R. ROGERS SURVEY, R-1098 AND THE 33 156.09 8-56-36 1000.00 N31-40-30E 155. 93 / \ P G� 2 8 5 - 2 8 7/ / Q� �J a -__.- 8--�--' - NORTHEAST CORNER OF THE F, HYATT SURVEY, R-559. 34 134. 62 28-02-49 275.00 N50- to- 12E 133.28 \ F. HYATT SURVEY, A-559 35 194.25 55-38-56 200.00 S36-22-09W 186.71 36 36.56 4-I5-01 340.00 SI5-40-IIW 79. 34 P. D. C. T. A 37 136.16 195-55-57 45.00 S53-34-49W 40.31 \ 38 241.01 304-41-25 45.00 N33-05-29E 18.21 COMMON GREEN NO.38 I ® J �+ 39 18.01 4-41-16 220.00 N33-11-29E 18.38 40 52. 11 33-10-16 90.00 536-iI-39E 51.38 27.693 S0. FT. 0.636 ACRE - -'/ N. T. S. 7 SHEET 2 OF 2 171611 S F J' 8 2ry S_ ,. , �.0 OWNERS CERTIFICATE Jj G.._ ij: )'v . 2 9 STATE OF TEXAS I( COUNTY OF DENTON I( WHEREAS, HIGHLAND SHORES, INC. IS THE OWNER OF A TRACT OF LAND SITUATED IN THE CITY OF HIGHLAND VILLAGE, DENTON COUNTY'; "'TEXAS, PART OF THE R. ROGERS SURVEY ABSTRACT NO. 1098, THE F. HYATT SURVEY ABSTRACT NO. 559, AND THE E.T. CLARY SURVEY ABSTRACT NO. 248, AND BEING PART OF TWO TRACTS DESCRIBED AS TRACTS IX AND X 6Y INSTRUMENT RECORDED IN VOLUME 743, PAGE 137, DEED RQCOROS OF DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: #?Fp1#TT BEGINNING AT A 5/8-INCH IRON ROD FOUND FOR THE MOST EASTERLY CORNER OF HIGHLAND SHORES BOULEVARD (A VARIABLE WIDTH PUBLIC R.O.W.), AS SHOWN BY THE FINAL PLAT OF HIGHLAND SHORES PHASE S-P, OF RECORD IN CABINET G, PAGE 285-287, PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE, NORTH 53'39'36' EAST, 681.08 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 58'50'31- EAST, 89.04 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 42'43'16' EAST, 278.99 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 46.19'49' EAST, 243.14 FEET TO A 5/8' STEEL ROD ON THE ARC OF A CURVE TO THE RIGHT, SAME BEING ON THE SOUTHERLY LINE OF TIMBER CREST, (A 50' PUBLIC R.O.W.); THENCE, CONTINUING WITH THE RIGHT-OF-WAY OF TIMBER CREST ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIAL BEARING OF NORTH 46-19'48- WEST, A CENTRAL ANGLE OF 2-07'39', AND A RADIUS OF 1025.00 FEET, 38.06 FEET TO A 5/8- STEEL ROD; THENCE, SOUTH 55'21'13- EAST, 281.62 FEET TO A 5/8- STEEL ROD; THENCE, SOUTH 43'46'45' EAST, 339.87 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 27'52'27' WEST, 236.63 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 43-24'01' WEST, 613.57 FEET TO A 5/8- STEEL ROD ON THE EASTERLY LINE OF SAID HIGHLAND SHORES BOULEVARD, (A VARIABLE WIDTH PUBLIC R.O.W. ); THENCE, NORTH 59.39'57- WEST WITH THE EASTERLY RIGHT-OF-WAY OF HIGHLAND SHORES BOULEVARD 364.34 FEET TO A 5/8- STEEL ROD FOR THE BEGINNING OF A CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF NORTH 30'20'03' EAST, A CENTRAL ANGLE OF 00'25'24', A RADIUS OF 965.00 FEET. AND AN ARC DISTANCE OF 7.13 FEET TO A STEEL ROD FOR THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID COMPOUND CURVE, HAVING A RADIAL BEARING OF NORTH 30'45'27' EAST, A CENTRAL ANGLE OF 9'34'42', A RADIUS OF 565.00 FEET, 94.45 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 49'39'51- WEST, 62.05 FEET TO A 5/8' STEEL ROD, FOR THE BEGINNING OF A CURVE TO THE LEFT; THENCE, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIAL BEARING OF SOUTH 40'20'09' WEST, A CENTRAL ANGLE OF 2'57'23', A RADIUS OF 285.00 FEET, 14.71 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 52-37'14- WEST, 279.50 FEET TO A 5/8' STEEL ROD, FOR THE BEGINNING OF A CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF NORTH 37'22'46' EAST, A CENTRAL ANGLE OF 8'10'08', A RADIUS OF 958.00 FEET, 136.59 FEET TO A 5/8- STEEL ROD, THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF NORTH 45'32'54' EAST, A CENTRAL ANGLE OF 4*54,05'1 A RADIUS OF 1526.09 FEET, 130.55 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 39'38'48' WEST, 53.41 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 54'33'07' EAST, 5.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 21.891 ACRES OF LAND. NOTES: 1. THE RADIUS ON ALL BLOCK CORNERS IS 20.00' UNLESS OTHERWISE NOTEO 2, ALL EASEMENTS ON LOT LINES ARE CENTERED UNLESS OTHERWISE NOTED 3. A 5.00 FOOT UTILITY EASEMENT ADJOINING ALL RIGHT OF WAYS IS HEREBY DEDICATED 4. ELEVATIONS REFERENCED TO N.G.S. DATUM. S I TE B.M. = CONCRETE MONUMENT W/ BRASS CAP MARKED (H. S. 1. 5 ), LOCATED N59' 51' 54- E, 1836.93 FEET FROM THE MOST NORTHERLY CORNER OF THIS PLAT CORNER ALSO BEING THE MOST SOUTHERLY OF LOT 2, BLOCK OH, HIGHLAND SHORES, PHASE IV-P. (N. G. S. ELEVATION 565.88) 5. ALL PROPERTY BELOW ELEVATION 537 IS SUBJECT TO FLOWAGE EASEMENT AS ESTABLISHED IN INSTRUMENT OF RECORD, VOLUME 465,PAGE675, DENTON COUNTY DEED RECORDS. Ql 0 1 ) S i t4,, C S S b®0 g LEGEND BLOCK DESIGNATION B.L. INDICATES BUILD!NG LINE U. E. INDICATES UTILITY EASEMENT E.E. INDICATES ELECTRICAL EASEMENT D.E. INDICATES DRAINAGE EASEMENT S.S.E. INDICATES SANITARY SEWER EASEMENT W.L.E. INDICATES WATER LINE EASEMENT STM.S.E. INDICATES STORM SEWER EASEMENT C.G. INDICATES COMMON GREEN 5 4 7 MINIMUM FINISH FLOOR ELEVATION NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, HIGHLAND SHORES. INC., OWNER, ACTING BY AND THRO GH ITS PRESIDENT, FAIRFIELD P. DAY, JR., DULY AUTHORIZED TO SO ACT, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE PROPERTY AS 'HIGHLAND SHORES, PHASE 7-C EAST', 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 ACCOMODATION 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. HIGHLAND SHORES, INC., 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 'HIGHLAND SHORES, PHASE 7-C EAST' 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 '•` } 1990. HIGHLAND SHORES; INC. FAIRFIELD P. DAY, JR." PRESIDENT STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED FAIRFIELD P. DAY, JR., 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. {{�� GIVEN UNDER MYHAND AND SEAL OF OFFICE, TH I S THE 'Y ,DAY OF Fi'ta S-r 1990. i4>: -i A- LY k., 7.,dros. NOTARY PUBLIC IN AND FUR DENTON COUNTY, TEXAS �1 COMMISSION EXPIRES SURVEYOR'S CERTIFICATE 1, JOHN D. SPATES, REGISTERED PROFESSIONAL LAND SURVEYOR FOR TURNER COLLIE & BRADEN INC., DO HEREBY CERTIFY THAT THIS PLAT WAS COMPUTED AND COMPILED UNDER MY SUPERVISION. JOHN D. SPATES C� REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTATION NO. 4182 STATE OF TEXAS COUNTY OF HARRIS BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JOHN D. SPATES, 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. f/ GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE WJ ' DAY OF 1990. NOT7, RY PUBLIC HARR IS COUNTY, TEXAS (- COMMISSION EXPIRES / 1, JOHNNY D.L. WILLIAMS, REGISTERED PROFESSIONAL LAND SURVEYOR FOR SURVCON INC., DO HEREBY DECLARE''7fiAT THIS PLAT AND THE METES AND BOUNDS DESCRIPTION CONTAINED WITHIN THE OWNERS CERTIFICATE HEREON, WERE PREPARED FROM A GROUND SURVEY PREFORMED UNDER MY SUPERVISION. ALL LOT CORNERS, RIGHT-OF-WAY AND BOUNDARY POINTS SHOWN HEREON, HAVE BEEN ESTABLISHED USING 5/8-INCH STEEL RODS IN ACCORDANCE WITH COORDINATE VALUES AND CALCULATIONS PROVIDED BY TURNER COLLIE & BRADEN INC. OHN. L. WILLIAMS REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTATION NO. 4818 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 JOHNNY D.L. WILLIAMS, KNOWN TO ME TO BE THE PERSON WHOSE NAME !S SUBSCRIBED TO THE FOREGOING INS RUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN �7SSED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE ��- DAY OF C"' � s 1990, ^ WIAMY PUBLIC DALL S COUNTY TEXAS COMMISSION EXPIRES CERTIFICATE OF APPROVAL ON THIS DAY OF SPrEMs�k. 1990, THE PLANNING AND ZONING COMMISSION OF THE CITY OF HIGHLAND VILLAGE, TEXAS, HEREBY APPROVES THE FOREGOING FINAL PLAT OF ' HIGHLAND SHORES, PHASE 7-C EAST' AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS, SUBMITTED BY HIGHLAND SHORES, INC., OWNER. CHAIRMAN PLANNING AND 'ZONING COMMISSION, CITY OF HIGHLAND VILLAGE, TEXAS FINAL PLAT HIGHLAND SHORES PHASE 7-C EAST AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS 21.891 ACRES (953, 563 SO. FT.) PART OF THE R. ROGERS SURVEY, ABST. NO. 1098 AND THE F. HYATT SURVEY, ABST. NO.559 AND THE E. T. CLARY SURVEY, ABST. NO. 248 DENTON COUNTY, TEXAS PREPARED FOR: HIGHLAND SHORES, INC. 2300 HIGHLAND VILLAGE ROAD, SUITE 320 HIGHLAND VILLAGE , TEXAS 75067-7148 49 LOTS (214) 221-9019 3 BLOCKS 3 COMMON GREEN AREAS AUGUST, 1990 PREPARED BY: TURNER COLLIE & BRADEN INC. SURVCON. INC. 5710 LBJ FREEWAY, SUITE 370 5710 LBJ FREEWAY, SUITE 180 DALLAS, TEXAS 75240, (214) 960-9651 DALLAS, TEXAS 75240, (214) 458-2173 T. C. & B. JOB NO. 45-89003-282 SURVCON JOB NO. 617-191 SHEET 1 OF 2 HIGHLAND SHORES PHASE 7-C (WEST) CAB. H PG. 180-181 P. R.D. C.T. / �yyE -COMMON GREEN 1 N0. 37 y 81,246 S0. FT. 1.865 ACRES p '7 fY1) \ c.c NOTE TABLE co S�:-p !0 A10 : 29 0 NOTE DISTANCE BEARING RADIUS OR OR ARC LENGTH DELTA � L E W I S V I L L E LAKE 1 60.45 N 17-02-25E •^,. �'„ 2 38.72 N66-07-21W \ • I:PIITr^ {�. 3 49.60 S25-34-23E / 4 36. 60 S62-48-59E 5 36. 87 S62-55-54E 6 19, 49 S52-37- 14E 0� 7 5.05 I I-34-06 25.00 O'yrv� S 8 19.66 N37-22-46E ! m ry v � 9 16.09 0-55- 19 1000.00 q. 0 0y S�/9 10 19.02 S60-49-32E 1d' \cO <0 s� `9 It 6.59 1-27-12 260.00 u / 912 19.29 N35-34-51W / Al{,l 4 S 8 ? 13 2.75 S64-11-37W 19562 S F !\,(\ Y 14 4.60 S25-48-23E \1. aw' Phi s `� SCALE I" = 100' 15 5.94 1-53-22 180.00 5 3 7 5 3 7 16 21.00 4-37-40 260.00 J 17 4.60 N25-48-23W 7 ` J�^`'� ti0 y9B 18 2.00 5-43-57 20.00 18455 S F l0 ` \ l + 19 19.02 S60-49-32E `(• /y s��o 20 15.00 1-47-26 480.00 Q G' " i� - sse•\ (qC 0` 21 16.00 S50-06- 16E gam; 0° s e• Iv °S HIGHLAND SHORES 22 20.00 1-10-09 980.00 Q. s o S 23 9.50 2-28-27 220.00 6 \ 200�'° as y° °° s s, FUTURE DEVELOPMENT 14373 5 F 5 \"• \\ 0 qu �- 5 3 7 \ ;o ` oo �' .,4i �/� 24 6.00 I-33-45 220.00 s ;• ® 00% /3 25 8.00 1-08-45 400.00 S S.S.E. ssa 13285 F`� \> P` co �' 141048S F o °40o F� 26 20.00 2-51-53 400.00 s ✓ `?' o yo � 'JS „ono B/ 27 19.29 N35-34- � !, `�> F`_ ��,, 9b' m�j ay: ✓°b 6� 28 19.66 66 N37-22-46E46E ,o cos �0 29 19.29 S35-34-51E 14403 S F w•" s• /\\ y as 17 `o s? 30 19.02 N60-49-32W a oo b\ .o s so• \0s• 0v r a"' n`' 31 19.02 560-49-32E C\4 sy. 2p had 16 32 19.29 N35-34-5IW so ^+ \bp' o ° 14 /o oO °p e(. " 13839 S F 33 4.60 S25-48-23E ? W ON- o 12487 S F ss.) 0a , _'� 34 4.60 N25-48-23W 9 \-. °j4. sS Z MZ ,t,: q' ,S �4 so•z0�0• \°o byp 'oo Np yo° os � 35 2.75 S64-II-37W 18720 S F z1 N o yp, /a �w S n ti Y $ o `"•� r tim ° °5� 36 10.83 I-49-32 340.00 ° n 22 y'9(y W� 37 S. 13 0-I8-25 958.00 ss+so 547 \ on f 131615512129 S F S F ss'�s 13 W s �y 1391115S F �. 38 53.90 S48-45-25E 9 st �9jy �+ ` �Q 39 62.79 S43-24-0 I W h' Y W�`( s`i? o A A q`° O�s sS od `'p' n i O 90 62.05 N49-39-SIW \../ R o �\- .°; \ 7S (: (• 9 ss zy oo HD �; v a ho 12 3°0 °o S0ti \"°' ros k 41 53. 41 N39-38-48W 3 a 4ry o^' ch S o a c o. 16829 5 F 0• 9\fir 16 )+, 12716 S F 4, °s s oo 42 5. 00 N54-33-O7E 0 < '0 12182 S F ^ s> & ry °o 14 F,` h 43 89. 04 S58-50-31E J ^ 23 c/i oo s4 2p, odno^ O >' i 14527 S F 44 19. 49 S52-37- 14E 0 13395 S F W B, H E" m b9n y ¢ e? ss <. ny �y s! eo n"' �e o yo'" ap 45 62. OS N49-39-SIW 1 7 °s Pp 0 I I '�.Q •s n' 5 \1 /B �o 4 46 53. 41 N39-38-48W o, 14378 S F ° s o s"• s 4 S so 12527 S F n 47 5.00 N54-33-07 E\ H co ° s < LEW I SV I LLE /.•- 4 b �s � ,s s �//� *s �` >°, b'�'o o Cn F; 48 89. 04 S58-50-31E 22 s r 537 12561 S F b 2p, s) ^p ' yti °v r ! >s �> sn'�A°' `\ "' LAKE 49 31. 39 N88-54-53W F NS°os ny wb Q( 1p.Gsep2 c,? o0 49.°° s p'p �\•sr zs z �, oA mN o 2292173S F 50 14. 30 543-24-OIW 51 20. 05 S27-52-27W 18 10 ° 15944 S F 15990 S F o h 15207 S F ,Oo = 13161 S F o o „ ` ory u a N 86-51-14 M o%^�•G� m h" ss. \o''�o mm A yo• \ss ,s C 169. 39 Mom. y y^ 06 )o q9- /o y 2 7 4 �U• , 0' 2, )o ° M 9 \ b wm a >`' w'V' Q 80 \6 ry o0 1232 I S F wa so 2 w 20 y �� 13092 S F noe �rva >S, 12 o N wed � C > y^i"oo 72448 S F I J ao s>s/'? o bho l4,p9 SS5417 S F ro hry 0 CURVE TABLE •' 13 1 T I S F wo re >s /° wy V1 �o FSs E; 0 `\ i° pSo 9 0o hd \no• « w^, p >o \ A' oo• & ry CHORD CHORD Q 3 e N:Z's�, n" `n 8 F\ 1z Qti y°o s) ssFpRF. & NOTE ARC LENGTH DELTA RADIUS BEARING DISTANCE ��' �.V `0• o..,�^o s °0 2 12055 S F a^+ ) +z ss ,y y :ry s 12005 S F "b b .ss 1 106.50 20-20-21 300.00 N27-42-35E 105. 94 2 va `rveev ?o so, so �S yK wb p4F� o•e zn 2 205.74 47-09-11 250.00 N40-37-OIE 199. 99 o >s, s> on `' �9. 1 1 `\ "' 3 358.21 20-31-25 1000.00 N53-55-54E 356. 29 0 9 P o• / 12358 S F 5' �� "`•+ 12587 S F w .�, )e9 •po/6 y t} y, J °F. " y9y "I'ssS/. m 4 93. 56 10-43-17 500.00 555-27-54E 93. 42 \P ss 12688 S F ,�e 7 0 / o �,p �> \ /`I' 5 340.41 18-45-14 1040.00 S59-28-53E 338. 89 S 9 y H D ! O ^ 10802 5 F \ y 2 s o F \ e b rs 0' S- 6 348.21 19-57-02 1000.00 N46-02-OOE 346. 45 ,e>s, 7 93. 81 26-52-30 200.00 N42-34-17E 92.95 2 �/� 9'>, y 2961 S F \sa°0�°� ao `ry o 10 C 8 2. 66 53-53-18 20. 00 NO2-II-22E 108. 75 124I I S F a y>s \ {y) n 0b o o• 0• +' 14106 S F T O° w `'i'S /` yrvh � oo- moo, J• ✓s So, 9 274.36 41-22-05 380.00 N45-26-19W 268.44 COMMON GREEN NO.39 10 127.93 30-32-31 240.00 N50-51-OGW 126. 42 SC s> s�oss n°' (• \ b 6 0`'o y 2726 S0. FT. 11 155. 51 37-07-35 240.00 S44-22-1 IE 152. 81 s o 12763 S F �/ % ` \ \Ss = 3 y0 Sso 0'0 9 y^• 0.063 ACRE 12 111. 08 31-49-17 200.00 $47-01-20E 109.66 ss 12480 S F b so Ago oS 0 h• `% 14568 S F y q � o o° p• H 13 39.27 90-00-00 25.00 N07-37- I4W 35. 36 C2 ho"'yho q ?s.2>'`s 14 10.83 1-49-32 340.00 N36-28-OOE 10. 83 _ / IS 27. 19 77-53-17 20.00 N74-29-52E 25. 14 ty °>o?o° r 4 p9J so IRC�F n s ° h^ I ✓ XslJ !� �16 42. 69 4-29- 14 545.03 S56-59-56E 42. 68 S se 13384 S F G,F y'a^' 8 0"' \�� 0' y \ 17 21.00 30-04-49 40.00 N85-25-53E 20.76 \ \ a r nh$ s + \ ys 14774 S F �6 m 18 7.13 0-25-24 965.00 N59-27-I5W 7. 13 C o�ss `nd e e /ss \ ¢ ¢ 14 94.45 9-34-42 565.00 N54-27- 12W 94.34 ?> o s? = 13343 S F o qo '°y 9s>0 AO r r '�', �GI /'�L r20 14.71 2-57-23 285. 00 N51-08-33W 14.70 c yn• fL W p``-✓fJ�?`��21 131.45 7-51-43 <4 958. 00 N46-22-58W 131.35 > 22 130, 55 4-54-05 1526. 09 N42-00-04W 130. 51 a e s 7 °i =23 54.71 11-23-54 275.00 S58-29-40W 54.62 14766 S F 2' m 16473 S F 01 '"�`� 24 125.00 7-38-07 938.00 S48-48-1IE 124.91 / \ `.)ys)C mw \j\ J ¢ �.,� �' /J tj 25 34. 36 78-44-20 25.00 S88- 19-01W 31. 72 / INSET H IGHLA D, SHORES ylcs93 .=s°,r =�,�� ybry o f 27 94. 45 9-34-42 565.00 N54-27-I2W 94. 34 PHASE 4-P ti�gNos>,� zBsr am 9N a I if _ elo_ch..o_-) 28 14.71 2-57-23 285,00 N51-08-33W 14.70 -` 3 z/ �\'m � � � %.. L�_C.<i}t. � / l � f� 29 136.59 8- 10-08 958.00 N48-32-IOW 136. 47 p \S/y 6q R. ROGERS SURVEY, A-1098 30 130.55 4-54-05 1526.09 N42-00-04W 130.51 / \ C B • G/ OR '�9 _ _ INTERSECTION OF OLD FENCE LINES 31 38..06 2-07-39 1025.00 S44-44-OIW 38.06 \ �S SNRVEY 6;PIE FOR THE SOUTHEAST CORNER OF THE 32 46. 18 10-10-34 260.00 N32-17-29E 46. 12 ° s 3 1 40 M R. ROGERS SURVEY, R-1098 AND THE 33 156.09 8-56-36 1000.00 N31-40-30E 155. 93 / \ P G� 2 8 5 - 2 8 7/ / Q� �J a -__.- 8--�--' - NORTHEAST CORNER OF THE F, HYATT SURVEY, R-559. 34 134. 62 28-02-49 275.00 N50- to- 12E 133.28 \ F. HYATT SURVEY, A-559 35 194.25 55-38-56 200.00 S36-22-09W 186.71 36 36.56 4-I5-01 340.00 SI5-40-IIW 79. 34 P. D. C. T. A 37 136.16 195-55-57 45.00 S53-34-49W 40.31 \ 38 241.01 304-41-25 45.00 N33-05-29E 18.21 COMMON GREEN NO.38 I ® J �+ 39 18.01 4-41-16 220.00 N33-11-29E 18.38 40 52. 11 33-10-16 90.00 536-iI-39E 51.38 27.693 S0. FT. 0.636 ACRE - -'/ N. T. S. 7 SHEET 2 OF 2 171611 S F J' 8 2ry S_ ,. , �.0 OWNERS CERTIFICATE Jj G.._ ij: )'v . 2 9 STATE OF TEXAS I( COUNTY OF DENTON I( WHEREAS, HIGHLAND SHORES, INC. IS THE OWNER OF A TRACT OF LAND SITUATED IN THE CITY OF HIGHLAND VILLAGE, DENTON COUNTY�r 'TEXAS; ;'l'-'��'� PART OF THE R. ROGERS SURVEY ABSTRACT NO. 1098, THE F. HYATT SURVEY ABSTRACT NO. 559, AND THE E.T. CLARY SURVEY ABSTRACT N0. 248, AND BEING PART OF TWO TRACTS DESCRIBED AS TRACTS IX AND X BY INSTRUMENT RECORDED IN VOLUME 743, PAGE 137, DEED RECORDS OF DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: #?Fp1#TT BEGINNING AT A 5/8-INCH IRON ROD FOUND FOR THE MOST EASTERLY CORNER OF HIGHLAND SHORES BOULEVARD (A VARIABLE WIDTH PUBLIC R.O.W.), AS SHOWN BY THE FINAL PLAT OF HIGHLAND SHORES PHASE S-P, OF RECORD IN CABINET G, PAGE 285-287, PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE, NOR fH 53'39'36' EAST, 681.08 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 58'50'31- EAST, 89.04 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 42'43'16' EAST, 278.99 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 46.19'49' EAST, 243.14 FEET TO A 5/8' STEEL ROD ON THE ARC OF A CURVE TO THE RIGHT, SAME BEING ON THE SOUTHERLY LINE OF TIMBER CREST, (A 50' PUBLIC R.O.W.); THENCE, CONTINUING WITH THE RIGHT-OF-WAY OF TIMBER CREST ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIAL BEARING OF NORTH 46-19'48- WEST, A CENTRAL ANGLE OF 2-07'39', AND A RADIUS OF 1025.00 FEET, 38.06 FEET TO A 5/8- STEEL ROD; THENCE, SOUTH 55'21'13- EAST, 281.62 FEET TO A 5/8- STEEL ROD; THENCE, SOUTH 43'46'45' EAST, 339.87 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 27'52'27' WEST, 236.63 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 43-24'01' WEST, 613.57 FEET TO A 5/8- STEEL ROD ON THE EASTERLY LINE OF SAID HIGHLAND SHORES BOULEVARD, (A VARIABLE WIDTH PUBLIC R.O.W. ); THENCE, NORTH 59.39'57' WEST WITH THE EASTERLY RIGHT-OF-WAY OF HIGHLAND SHORES BOULEVARD 364.34 FEET TO A 5/8' STEEL ROD FOR THE BEGINNING OF A CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF NORTH 30'20'03' EAST, A CENTRAL ANGLE OF 00'25'24', A RADIUS OF 965.00 FEET. AND AN ARC DISTANCE OF 7.13 FEET TO A STEEL ROD FOR THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID COMPOUND CURVE, HAVING A RADIAL BEARING OF NORTH 30'45'27' EAST, A CENTRAL ANGLE OF 9'34'42', A RADIUS OF 565.00 FEET, 94.45 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 49-39'51' WEST, 62.05 FEET TO A 5/8' STEEL ROD, FOR THE BEGINNING OF A CURVE TO THE LEFT; THENCE, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIAL BEARING OF SOUTH 40'20'09' WEST, A CENTRAL ANGLE OF 2'57'23', A RADIUS OF 285.00 FEET, 14.71 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 52-37'14- WEST, 279.50 FEET TO A 5/8' STEEL ROD, FOR THE BEGINNING OF A CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF NORTH 37'22'46' EAST, A CENTRAL ANGLE OF 8'10'08', A RADIUS OF 958.00 FEET, 136.59 FEET TO A 5/8- STEEL ROD, THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF NORTH 45'32'54' EAST, A CENTRAL ANGLE OF 4*54,05'1 A RADIUS OF 1526.09 FEET, 130.55 FEET TO A 5/8' STEEL ROD; THENCE, NOR"fH 39'38'48' WEST, 53.41 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 54'33'07' EAST, 5.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 21.891 ACRES OF LAND. NOTES: 1. THE RADIUS ON ALL BLOCK CORNERS IS 20.00' UNLESS OTHERWISE NOTED 2, ALL EASEMENTS ON LOT LINES ARE CENTERED UNLESS OTHERWISE NOTED 3. A 5.00 FOOT UTILITY EASEMENT ADJOINING ALL RIGHT OF WAYS IS HEREBY DEDICATED 4. ELEVATIONS REFERENCED TO N.G.S. DATUM. S I TE B.M. = CONCRETE MONUMENT W/ BRASS CAP MARKED (H. S. 1. 5 ), LOCATED N59' 51' 54- E, 1836.93 FEET FROM THE MOST NORTHERLY CORNER OF THIS PLAT CORNER ALSO BEING THE MOST SOUTHERLY OF LOT 2, BLOCK OH, HIGHLAND SHORES, PHASE IV-P. (N. G. S. ELEVATION 565.88) 5. ALL PROPERTY BELOW ELEVATION 537 IS SUBJECT TO FLOWAGE EASEMENT AS ESTABLISHED IN INSTRUMENT OF RECORD, VOLUME 465,PAGE675, DENTON COUNTY DEED RECORDS. Ql 0 1 ) S i t4,, C S S b®0 g LEGEND BLOCK DESIGNATION B.L. INDICATES BUILD!NG LINE U. E. INDICATES UTILITY EASEMENT E.E. INDICATES ELECTRICAL EASEMENT D.E. INDICATES DRAINAGE EASEMENT S.S.E. INDICATES SANITARY SEWER EASEMENT W.L.E. INDICATES WATER LINE EASEMENT STM. S. E. INDICATES STORM SEWER EASEMENT C.G. INDICATES COMMON GREEN 5 4 7 MINIMUM FINISH FLOOR ELEVATION eA-.-• N / 9�k a�(3 a .3NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS:THAT, HIGHLAND SHORES• INC., OWNER, ACTING BY AND THRO14- GH ITS PRESIDENT, FAIRFIELD P. DAY, JR., DULY HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE PROPERTY AS 'HIGHLAND SHORES, PHASE 7-C EAST', AN AD VILLAGE, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND EASEMENTS SHOWN ON AND ACCOMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME. ANY PUBLIC UTILITY SHALL HAV REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESE EASEMENT SHALL, AT ALL TIMES, HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON THE SAID STRIPS FOR T RECONSTRUCTION, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE, THIS PLAT APPROVED SUBJECT TO ALL ORDINA RESOLUTIONS OF THE CITY OF HIGHLAND VILLAGE, TEXAS. HIGHLAND SHORES, INC., OWNER, ITS SUCCESSORS AND HOLD HARMLESS THE CITY OF HIGHLAND VILLAGE, TEXAS, FOR ANY AND ALL CLAIMS FOR INJURIES AND DAMAGES ARI THE HEREINABOVE PROPERTY DESIGNATED AS 'HIGHLAND SHORES, PHASE 7-C EAST' INCLUDING BUT NOT LIMITED TO THE ALTERATION OF THE SURFACE OF ANY PORTION OF THE STREETS AND ALLEYS IN THE SUBDIVISION. WITNESS MY HAND, THIS THE =` DAY OF '•' } 1990. UTHORIZED TO SO ACT, DOES ITION TO THE CITY OF HIGHLAND HIS PLAT FOR THE MUTUAL USE THE RIGHT TO REMOVE AND KEEP NY WAY ENDANGER OR INTERFERE STRIPS AND ANY PUBLIC UTILITY E PURPOSE OF CONSTRUCTING, ESPECTIVE SYSTEMS WITHOUT THE CES, RULES, REGULATIONS AND ASSIGNS DO HEREBY .RELEASE AND INC OUT OF THE DEVELOPMENT OF HE ESTABLISHMENT OF GRADES OR HIGHLAND SHORES; INC. FAIRFIELD- P. DAY, JR." PRESIDENT STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED FAIRFIELD P. DAY, JR., 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. {{�� GIVEN UNDER MYHAND AND SEAL OF OFFICE, TH I S THE 'Y ,DAY OF Fi'ta S-r 1990. NOTARY PUBLIC IN AND FOR DENTON COUNTY, TEXAS �1 COMMISSION EXPIRES SURVEYOR'S CERTIFICATE 1, JOHN D. SPATES, REGISTERED PROFESSIONAL LAND SURVEYOR FOR TURNER COLLIE & BRADEN INC., DO HEREBY CERTIFY THAT THIS PLAT WAS COMPUTED AND COMPILED UNDER MY SUPERVISION. JOHN D. SPATES Gl REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTATION NO. 4182 STATE OF TEXAS COUNTY OF HARRIS BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JOHN D. SPATES, 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. f/ GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE c DAY OF 1990. NOTARY PUBLIC HARRIS COUNTY, TEXAS (- COMMISSION EXPIRES / 1, JOHNNY D.L. WILLIAMS, REGISTERED PROFESSIONAL LAND SURVEYOR FOR SURVCON INC., DO HEREBY DECLARE''7fiAT THIS PLAT AND THE METES AND BOUNDS DESCRIPTION CONTAINED WITHIN THE OWNERS CERTIFICATE HEREON, WERE PREPARED FROM A GROUND SURVEY PREFORMED UNDER MY SUPERVISION. ALL LOT CORNERS, RIGHT-OF-WAY AND BOUNDARY POINTS SHOWN HEREON, HAVE BEEN ESTABLISHED USING 5/8-INCH STEEL RODS IN ACCORDANCE WITH COORDINATE VALUES AND CALCULATIONS PROVIDED BY TURNER COLLIE & BRADEN INC. OHVD.L. WILLIAMS REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTATION NO. 4818 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 JOHNNY D.L. WILLITHE SAME FORMYWHANDRPOS SAND COTO WE TO BE NSIDERATIONRSON NTHEREI �7S�OSE NAME !S SUBSCRIBED OAYOOFHE F0 `LNG NS MENTAND I990, ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPR SSED.A. GIV ER AND OF DALLAS COUNTY) TEXAS COMMISSION EXPIRES CERTIFICATE OF APPROVAL ON THIS DAY OF SPrEMs�k. 1990, THE PLANNING AND ZONING COMMISSION OF THE CITY OF HIGHLAND VILLAGE, TEXAS, HEREBY APPROVES THE FOREGOING FINAL PLAT OF ' HIGHLAND SHORES, PHASE 7-C EAST' AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS, SUBMITTED BY HIGHLAND SHORES, INC., OWNER. Q�� CHAIRMAN PLANNING AND 'ZONING COMMISSION, CITY OF HIGHLAND VILLAGE, TEXAS FINAL PLAT HIGHLAND SHORES PHASE 7-C EAST AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS 21.891 ACRES (953, 563 SO. FT.) PART OF THE R. ROGERS SURVEY, ABST. NO. 1098 AND THE F. HYATT SURVEY, ABST. NO.559 AND THE E. T. CLARY SURVEY, ABST. NO. 248 DENTON COUNTY, TEXAS PREPARED FOR: HIGHLAND SHORES, INC. 2300 HIGHLAND VILLAGE ROAD, SUITE 320 HIGHLAND VILLAGE , TEXAS 75067-7148 49 LOTS (214) 221-9019 3 BLOCKS 3 COMMON GREEN AREAS AUGUST, 1990 TURNER COLLIE & BRADEN INC. 5710 LBJ FREEWAY, SUITE 370 DALLAS, TEXAS 75240, (214) 960-9651 PREPARED BY: SURVCON. INC. 5710 LBJ FREEWAY, SUITE 180 DALLAS, TEXAS 75240, (214) 458-2173 Yr.� T. C. & B. JOB NO. 45-89003-282 SURVCON JOB NO. 617-191 SHEET 1 OF 2 A/ HIGHLAND 7SHORES � ° � � PHASE i - C (WEST) \ cs NOTE TABLE �� O ` EEC' 10 A10 : 29 CAB. H PG. 180-181 •�� NOTE DISTANCE BEARING RADIUS P. R. D. C.T. OR OR ARC LENGTH DELTA nl I t;i \ L E W I S V I L L E LAKE ` I 60.45 N 17-02-25E 2 38.72 N66-07-21W 3 49.60 S25-34-23E 4 36. 60 S62-48-59E 5 36. 87 S62-55-54E 6 19.49 S52-37- 14E 0� 7 5.05 I I-34-06 25.00 8 19.66 N37-22-46E ! m ry v 9 16.09 0-55- 19 1000.00 10 19.02 560-49-32E It 6. 59 1-27-12 260. 00 12 19.29 N35-34-SIW A�{,,��4 a ? s 13 2.S-11- I9562 S F !\,(\ Y 14 4.60 60 52525-48-23E 23E `� SCALE I" = 100' 15 5.94 1-53-22 180.00 15371 16 21.00 4--260.00 � J• 17 4.60 60 N25-4848-2323W 7 IB 2.00 5-43-57 20.00 + •r9B o^' 1�s 18455 S F l0 ^` \ l 19 19.02 S60-49-32E `(• /y s�''o 20 15.00 1-47-26 480.00 \`�, 6n 21 16.00 SSO-06- 16E HIGHLAND SHORES 22 20.00 1-10-09 980.00 Q . o S 23 9. 50 2-28-27 220. 00 6 \ zmJE•° as y° °° s s, FUTURE DEVELOPMENT 14373 5 F 5 \"• \\ g 5 3 7 os ; \ oo �' 4i �/� 24 6.00 I-33-45 220.00 G rLB 5q4 � ® oo/ % /3 25 8.00 1-08-45 400.00 S'"/ S.S.E. s°a 132835 F`� \> �` co � 141048S F o °40o F� 26 20.00 2-51-53 400.00 p� / s ✓ `?' o yo dS "+o B/ 27 19.29 N35-34-51W G? O�p0 229 19.29 S35-34-SIE 8 19.66 N37-22-46E / Q w>^' \V5\`° /\Io g9 .6 y 20 s.?t y I 7 o /a \ 30 19.02 N60-49-32W 14403 S F 31 19.02 560-49-32E J� 39 adry�"w, J�'6�o O \6"'Sp 5° s `0 °O c\4 ss Po 2p e yam" 1 6 32 19. 29 N35-34-SIW PLO h� ?? W s 6 \629 3 ° ° ` 2481745 F Ts> (. 3839 S F� 33 4.60 525-48-23E 'kxy "' aiJ s°p \j \2o zy �• °3J°J�. o os t Hz �.w ,�s ��= 34 4,60 N25-48-23W 4 n Ny' so. 0• \ o ° p 'o° Np '�o`'oo oy 35 2.75 S64-II-37W V �P•J M 18720 S F cz� Z `0 $ s Je o"' yb, /Po��P°' S h� 36 10.83 1-49-32 340.00 !J .�° �` pp'2 > & w° sa y'9�y s�o F; y 37 S. 13 0-I8-25 958.00 C +yy ssr so 5 4 7 \ c^ f 1316155S F Js''s 1 3 W H��'z s �y 13911155 F 38 53.90 S48-45-2SE \°9. fgg°s/s ss 12129 5 F oo yo g 9•°t �9jy ��• ` �Q 39 62.79 S43-24-OIW C h �t o p '� o' o •� s o d 9- � i O 40 62.05 N49-39-SIW (• H D ; v m qo' y \'" ss os ro 12 so °o s° \"O• r os Q 41 53. 41 N39-38-48W y 3 a yti o^ c' S v o a c o. q0 16829 S F 0' 9 \4?y 1 6 + Tr s 12716 S F o, is 9 0o Q� y ^°^ 42 5. 00 N54-33-O7E �• ym .�0 23 `o,0 12182 S F mn > g•yry °0 14 F h 43 89. 04 S58-50-31E �• C 14527 S F 44 19. 49 S52-37- 14E y 0 13395 S F oo s4o°od o^ H E ^ \ �p 45 62. 05 N49-39-SIW OMMON GREEN of t 1 I oy' t wz N0. 37 a om• zsF o h^' " ° a 17 s �Q 'so on- (t B 'oy 46 53. 41 N39-38-48W 1 8 1, 246 SQ. FT. ° ° ° C ° 4378 5 F s e"• ss s ?o q" F 'vS so 12527 S F n \ ,s H, Q o s \ s /s L E W I S V I L L E 47 5.00 N58-33-3I E' 1. 865 ACRES ^• 2 h. 1; '^ �s `� s g �/� >s �� >° 0yo o Cn F; 48 89. 04 SS8-50-31E G y 8 is 22 s, s> % 4 a> z o 00 > ss y` oo ° 5 3 7 ^0 49 31.39 N88-54-53W \ 0 16798 S F 4,pry �= gg\ N f 2561 S F m y g0'g l 200 4s, o y°\°° re- 9>S•r >t z y \" 13 `\ ,� / LAKE s y <• o• ss c� o O\ > s '� N N 22927 S F / �` 50 14. 30 543-24-OIW s` 51 20.05 S27-52-27W 21 °0 18 I 15207 S F = 13161 S F a 15944 S F 15990 S F 13 w�o r N N 86-51-14 W fp' 17161 S F h y q6 >S 9g�3 /° r y 2 t 4 �U•0 0' 2, >° ° M 9 \ mm p ^I > 'ts a"' • Ag \g 9 0 12321 S F a so 2 w 2 m �� 13092 S F moo• �ro >g 12 o N 72448 S F - 1 9 s> ,> a !N S 15417 S F ,,, ry CURVE TABLE \ FF C Po. Q, 0 rom O ro y o > e , 13 1 T I S F Po ve >s l° w5 `a �o FSg 6; f4' `. i° gSo 9 0° �d."�°• o .^� O >s \ " oo• '' G G ry/U CHORD CHORD 3 °> Nits d " `' g 4s^ °°° sJ sBFgggF & 1/ NOTE ARC LENGTH DELTA RADIUS BEARING DISTANCE 12055 S F Pn+ 7�rz ss ,y y :ry s 12005 S F "6 ° .os 1 106.50 20-20-21 300.00 N27-42-35E 105. 94 2 va `mmev to so, so �O yK P° o F,� o•e >s'ts z^ �/ �v 2 205.74 47-09-11 250.00 N40-37-OIE 199. 99 os, oo < s�\a' �a� sad ^ >s,r9. 3 358.21 20-31-25 1000.00 N53-55-54E 356. 29 0 9 z o• / 12358 S F 5• 12587 S F w .�, >e9 •po �g �+ t} + J °F. " y9° 'I's°S�. 4 93. 56 10-43-17 500.00 S55-27-54E 93. 42 12688 S F ,gym 17 �,p �> --41 5 340.41 18-45-14 1040.00 S59-28-53E 338. 89 108017 080S F z\ ny ,!" 0• , ro F y, S- 6 348.21 19-57-02 1000.00 N46-02-OOE 346. 45 ,�'e>s, 20 0 +� `` \/\ 7 93. 81 26-52-30 200.00 N42-34-17E 92. 95 2 �/� 9'>s y 2961 S F + \sa°0>°+ ao•ry o 16 8 112.86 53-53-18 120.00 NO2-II-22E 108. 75 124 I I S F a N>s \ {y M �6 0 0• 4'' y 14106 S F yrvn \ oo- moo, J• ✓s Sd, 9 274.36 41-22-05 380.00 N45-26-19W 268.44 COMMON GREEN NO.39 10 127.93 30-32-31 240.00 N50-51-OGW 126. 42 \ y 6 0`'o y 2726 SQ. FT. 1 I 155. 51 37-07-35 240.00 544-22-1 IE 152. 81 s s 12763 5 F �/ % ` 3 y0 syo 0,0 9 9^• 0.063 ACRE 12 II1.27 31-00-17 225.00 $47-01-14W 135. 66 ss 12480 S F y so Ago gS 4i �• `% 14568 S F \ y q � o o° p• H 13 39.27 90-00-00 25. 00 N07-37- I4W 35. 36 C2 'y'y"'° q o `� ss• ta" �� am ,>>`s 14 10.83 1-49-32 340.00 N36-28-OOE 10. 83 t °' y� �? �J {'CIS 27. 19 77-53-17 20.00 N74-29-52E 25. 14 > \~9S a rosoo + 4 ¢ >o'9Gs° I RCAF n ro s + w.`w h^ CD 'n 1 / t �_t X f /-Y" 6 /oq 6 16 42. 69 4-29- 14 545.03 S56-59-56E 42. 68 / e 13384 S F P Q ary 8 0 \�� 0' c 17 21.00 30-04-49 40.00 N85-25-53E 20.76 14774 S F �6 m !� _�...._.�.> 1 / K-(f,rt'tu- 18 7. 13 0-25-24 965.00 N59-27-I5W 7. 13 C °j ss �yd e e ,s°�s \ 11 ¢ 14 94. 45 9-34-42 565.00 N54-27- 12W 94.34 ^ ?> s sz = 13343 S F°y 9'I 0 0 O �- 1 7�;` ? �'20 14.71 2-57-23 285. 00 N51-O8-33W 14.70 > b o A \ �C >s W ! �'f`� ` ` � 21 131. 45 7-51-43 % 958. 00 N48-22-58W 131.35 > > 22 130,55 4-54-05 1526, 09 N42-00-04W 130.51 7 5�^ _ 23 54.71 II-23-54 275.00 558-29-40W 54.62 14766 S F 2 '° 16473 S F (0 r '"�`� � 24 125.00 7-38-07 938.00 S48-48-1IE 124.91 / \ dysTC mw ij\ J ¢ �.,� �' /J tj 25 34. 36 78-44-20 25.00 S88- 19-01W 31. 72 H I G H L A D SHORES a t9° :: W N 'y ^ w ✓ 26 7. f 3 0-25-24 965.00 N59-27- 15W 7. 13 / I NSET , yj S9` >r NI�� ° o V 27 94. 45 9-34-42 565.00 N54-27- 12W 94. 34 PHASE 4-P c/y�9�os>� tasr 'm 9 ,y a I f _ (;�.-,-A_O-) 28 14.71 2-57-23 285,00 N51-08-33W 14.70 -` 3 z/ �\'m � � � %.. L�_C.<i}t.. � / l � f� 29 136. 59 8- 10-08 958.00 N48-32-IOW 136. 47 \S'/y 6q 30 130.55 4-54-05 1526.09 N42-00-04W 130.51 / \ C B , GR. ROGERS SURVEY, A-1098 / DiQ a � J � _ _ INTERSECTION OF OLD FENCE LINES 31 38,.06 2-07-39 1025.00 S44-44-OIW 38.06 \ �S SNRVEY 6;PIE FOR THE SOUTHEAST CORNER OF THE 32 46. 18 10-10-34 260.00 N32-17-29E 46. 12 48 s 8 1 M R. ROGERS SURVEY, A-I096 AND THE 33 156, 09 8-56-36 1000.00 N31-40-30E 155. 93 / \ P G� 2 8 5 - 2 8 7/ / Q� �J a -__.- 8--�--' - NORTHEAST CORNER OF THE F. HYATT 34 134. 62 28-02-49 275.00 N50- to- 12E 133.28 SURVEY, A-559. \ F. HYATT SURVEY, A-559 35 194.25 55-38-56 200.00 S36-22-09W 186.71 36 84. 56 4-I5-01 340.00 SI5-40-IIW 79. 34 Pei D. C. T. A 37 136.16 195-55-57 45.00 S53-34-49W 40.31 \ 38 241.01 304-41-25 45.00 N33-05-29E 18.21 COMMON GREEN NO.38 I ® J �+ 39 18.01 4-41-16 220.00 N33-11-29E 18.38 40 52. 1I 33-10-16 90.00 536-iI-39E 51.38 27.693 SQ. FT. 0.636 ACRE - -� Na T. So 7 SHEET 2 OF 2 S_ ,. , �.0 OWNERS CERTIFICATE Jj G.._ ij: )'v . 2 9 STATE OF TEXAS I( COUNTY OF DENTON I( WHEREAS, HIGHLAND SHORES, INC. IS THE OWNER OF A TRACT OF LAND SITUATED IN THE CITY OF HIGHLAND VILLAGE, DENTON COUNTY�r 'TEXAS; ;'l'-'��'� PART OF THE R. ROGERS SURVEY ABSTRACT NO. 1098, THE F. HYATT SURVEY ABSTRACT NO. 559, AND THE E.T. CLARY SURVEY ABSTRACT N0. 248, AND BEING PART OF TWO TRACTS DESCRIBED AS TRACTS IX AND X BY INSTRUMENT RECORDED IN VOLUME 743, PAGE 137, DEED RECORDS OF DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: #?Fp1#TT BEGINNING AT A 5/8-INCH IRON ROD FOUND FOR THE MOST EASTERLY CORNER OF HIGHLAND SHORES BOULEVARD (A VARIABLE WIDTH PUBLIC R.O.W.), AS SHOWN BY THE FINAL PLAT OF HIGHLAND SHORES PHASE S-P, OF RECORD IN CABINET G, PAGE 285-287, PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE, NOR fH 53'39'36' EAST, 681.08 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 58'50'31- EAST, 89.04 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 42'43'16' EAST, 278.99 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 46.19'49' EAST, 243.14 FEET TO A 5/8' STEEL ROD ON THE ARC OF A CURVE TO THE RIGHT, SAME BEING ON THE SOUTHERLY LINE OF TIMBER CREST, (A 50' PUBLIC R.O.W.); THENCE, CONTINUING WITH THE RIGHT-OF-WAY OF TIMBER CREST ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIAL BEARING OF NORTH 46-19'48- WEST, A CENTRAL ANGLE OF 2-07'39', AND A RADIUS OF 1025.00 FEET, 38.06 FEET TO A 5/8- STEEL ROD; THENCE, SOUTH 55'21'13- EAST, 281.62 FEET TO A 5/8- STEEL ROD; THENCE, SOUTH 43'46'45' EAST, 339.87 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 27'52'27' WEST, 236.63 FEET TO A 5/8' STEEL ROD; THENCE, SOUTH 43-24'01' WEST, 613.57 FEET TO A 5/8- STEEL ROD ON THE EASTERLY LINE OF SAID HIGHLAND SHORES BOULEVARD, (A VARIABLE WIDTH PUBLIC R.O.W. ); THENCE, NORTH 59.39'57' WEST WITH THE EASTERLY RIGHT-OF-WAY OF HIGHLAND SHORES BOULEVARD 364.34 FEET TO A 5/8' STEEL ROD FOR THE BEGINNING OF A CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF NORTH 30'20'03' EAST, A CENTRAL ANGLE OF 00'25'24', A RADIUS OF 965.00 FEET. AND AN ARC DISTANCE OF 7.13 FEET TO A STEEL ROD FOR THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID COMPOUND CURVE, HAVING A RADIAL BEARING OF NORTH 30'45'27' EAST, A CENTRAL ANGLE OF 9'34'42', A RADIUS OF 565.00 FEET, 94.45 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 49-39'51' WEST, 62.05 FEET TO A 5/8' STEEL ROD, FOR THE BEGINNING OF A CURVE TO THE LEFT; THENCE, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIAL BEARING OF SOUTH 40'20'09' WEST, A CENTRAL ANGLE OF 2'57'23', A RADIUS OF 285.00 FEET, 14.71 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 52-37'14- WEST, 279.50 FEET TO A 5/8' STEEL ROD, FOR THE BEGINNING OF A CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF NORTH 37'22'46' EAST, A CENTRAL ANGLE OF 8'10'08', A RADIUS OF 958.00 FEET, 136.59 FEET TO A 5/8- STEEL ROD, THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT; THENCE, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF NORTH 45'32'54' EAST, A CENTRAL ANGLE OF 4*54,05'1 A RADIUS OF 1526.09 FEET, 130.55 FEET TO A 5/8' STEEL ROD; THENCE, NOR"fH 39'38'48' WEST, 53.41 FEET TO A 5/8' STEEL ROD; THENCE, NORTH 54'33'07' EAST, 5.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 21.891 ACRES OF LAND. NOTES: 1. THE RADIUS ON ALL BLOCK CORNERS IS 20.00' UNLESS OTHERWISE NOTED 2, ALL EASEMENTS ON LOT LINES ARE CENTERED UNLESS OTHERWISE NOTED 3. A 5.00 FOOT UTILITY EASEMENT ADJOINING ALL RIGHT OF WAYS IS HEREBY DEDICATED 4. ELEVATIONS REFERENCED TO N.G.S. DATUM. S I TE B.M. = CONCRETE MONUMENT W/ BRASS CAP MARKED (H. S. 1. 5 ), LOCATED N59' 51' 54- E, 1836.93 FEET FROM THE MOST NORTHERLY CORNER OF THIS PLAT CORNER ALSO BEING THE MOST SOUTHERLY OF LOT 2, BLOCK OH, HIGHLAND SHORES, PHASE IV-P. (N. G. S. ELEVATION 565.88) 5. ALL PROPERTY BELOW ELEVATION 537 IS SUBJECT TO FLOWAGE EASEMENT AS ESTABLISHED IN INSTRUMENT OF RECORD, VOLUME 465,PAGE675, DENTON COUNTY DEED RECORDS. Ql 0 1 ) S i t4,, C S S b®0 g LEGEND BLOCK DESIGNATION B.L. INDICATES BUILD!NG LINE U. E. INDICATES UTILITY EASEMENT E.E. INDICATES ELECTRICAL EASEMENT D.E. INDICATES DRAINAGE EASEMENT S.S.E. INDICATES SANITARY SEWER EASEMENT W.L.E. INDICATES WATER LINE EASEMENT STM. S. E. INDICATES STORM SEWER EASEMENT C.G. INDICATES COMMON GREEN 5 4 7 MINIMUM FINISH FLOOR ELEVATION eA-.-• N / 9�k a�(3 a .3NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS:THAT, HIGHLAND SHORES• INC., OWNER, ACTING BY AND THRO14- GH ITS PRESIDENT, FAIRFIELD P. DAY, JR., DULY HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE PROPERTY AS 'HIGHLAND SHORES, PHASE 7-C EAST', AN AD VILLAGE, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND EASEMENTS SHOWN ON AND ACCOMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME. ANY PUBLIC UTILITY SHALL HAV REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESE EASEMENT SHALL, AT ALL TIMES, HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON THE SAID STRIPS FOR T RECONSTRUCTION, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE, THIS PLAT APPROVED SUBJECT TO ALL ORDINA RESOLUTIONS OF THE CITY OF HIGHLAND VILLAGE, TEXAS. HIGHLAND SHORES, INC., OWNER, ITS SUCCESSORS AND HOLD HARMLESS THE CITY OF HIGHLAND VILLAGE, TEXAS, FOR ANY AND ALL CLAIMS FOR INJURIES AND DAMAGES ARI THE HEREINABOVE PROPERTY DESIGNATED AS 'HIGHLAND SHORES, PHASE 7-C EAST' INCLUDING BUT NOT LIMITED TO THE ALTERATION OF THE SURFACE OF ANY PORTION OF THE STREETS AND ALLEYS IN THE SUBDIVISION. WITNESS MY HAND, THIS THE =` DAY OF '•' } 1990. UTHORIZED TO SO ACT, DOES ITION TO THE CITY OF HIGHLAND HIS PLAT FOR THE MUTUAL USE THE RIGHT TO REMOVE AND KEEP NY WAY ENDANGER OR INTERFERE STRIPS AND ANY PUBLIC UTILITY E PURPOSE OF CONSTRUCTING, ESPECTIVE SYSTEMS WITHOUT THE CES, RULES, REGULATIONS AND ASSIGNS DO HEREBY .RELEASE AND INC OUT OF THE DEVELOPMENT OF HE ESTABLISHMENT OF GRADES OR HIGHLAND SHORES; INC. FAIRFIELD- P. DAY, JR." PRESIDENT STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED FAIRFIELD P. DAY, JR., 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. {{�� GIVEN UNDER MYHAND AND SEAL OF OFFICE, TH I S THE 'Y ,DAY OF Fi'ta S-r 1990. NOTARY PUBLIC IN AND FOR DENTON COUNTY, TEXAS �1 COMMISSION EXPIRES SURVEYOR'S CERTIFICATE 1, JOHN D. SPATES, REGISTERED PROFESSIONAL LAND SURVEYOR FOR TURNER COLLIE & BRADEN INC., DO HEREBY CERTIFY THAT THIS PLAT WAS COMPUTED AND COMPILED UNDER MY SUPERVISION. JOHN D. SPATES Gl REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTATION NO. 4182 STATE OF TEXAS COUNTY OF HARRIS BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JOHN D. SPATES, 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. f/ GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE c DAY OF 1990. NOTARY PUBLIC HARRIS COUNTY, TEXAS (- COMMISSION EXPIRES / 1, JOHNNY D.L. WILLIAMS, REGISTERED PROFESSIONAL LAND SURVEYOR FOR SURVCON INC., DO HEREBY DECLARE''7fiAT THIS PLAT AND THE METES AND BOUNDS DESCRIPTION CONTAINED WITHIN THE OWNERS CERTIFICATE HEREON, WERE PREPARED FROM A GROUND SURVEY PREFORMED UNDER MY SUPERVISION. ALL LOT CORNERS, RIGHT-OF-WAY AND BOUNDARY POINTS SHOWN HEREON, HAVE BEEN ESTABLISHED USING 5/8-INCH STEEL RODS IN ACCORDANCE WITH COORDINATE VALUES AND CALCULATIONS PROVIDED BY TURNER COLLIE & BRADEN INC. OHVD.L. WILLIAMS REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTATION NO. 4818 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 JOHNNY D.L. WILLITHE SAME FORMYWHANDRPOS SAND COTO WE TO BE NSIDERATIONRSON NTHEREI �7S�OSE NAME !S SUBSCRIBED OAYOOFHE F0 `LNG NS MENTAND I990, ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPR SSED.A. GIV ER AND OF DALLAS COUNTY) TEXAS COMMISSION EXPIRES CERTIFICATE OF APPROVAL ON THIS DAY OF SPrEMs�k. 1990, THE PLANNING AND ZONING COMMISSION OF THE CITY OF HIGHLAND VILLAGE, TEXAS, HEREBY APPROVES THE FOREGOING FINAL PLAT OF ' HIGHLAND SHORES, PHASE 7-C EAST' AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS, SUBMITTED BY HIGHLAND SHORES, INC., OWNER. Q�� CHAIRMAN PLANNING AND 'ZONING COMMISSION, CITY OF HIGHLAND VILLAGE, TEXAS FINAL PLAT HIGHLAND SHORES PHASE 7-C EAST AN ADDITION TO THE CITY OF HIGHLAND VILLAGE, TEXAS 21.891 ACRES (953, 563 SO. FT.) PART OF THE R. ROGERS SURVEY, ABST. NO. 1098 AND THE F. HYATT SURVEY, ABST. NO.559 AND THE E. T. CLARY SURVEY, ABST. NO. 248 DENTON COUNTY, TEXAS PREPARED FOR: HIGHLAND SHORES, INC. 2300 HIGHLAND VILLAGE ROAD, SUITE 320 HIGHLAND VILLAGE , TEXAS 75067-7148 49 LOTS (214) 221-9019 3 BLOCKS 3 COMMON GREEN AREAS AUGUST, 1990 TURNER COLLIE & BRADEN INC. 5710 LBJ FREEWAY, SUITE 370 DALLAS, TEXAS 75240, (214) 960-9651 PREPARED BY: SURVCON. INC. 5710 LBJ FREEWAY, SUITE 180 DALLAS, TEXAS 75240, (214) 458-2173 Yr.� T. C. & B. JOB NO. 45-89003-282 SURVCON JOB NO. 617-191 SHEET 1 OF 2 A/ HIGHLAND 7SHORES � ° � � PHASE i - C (WEST) \ cs NOTE TABLE �� O ` EEC' 10 A10 : 29 CAB. H PG. 180-181 •�� NOTE DISTANCE BEARING RADIUS P. R. D. C.T. OR OR ARC LENGTH DELTA nl I t;i \ L E W I S V I L L E LAKE ` I 60.45 N 17-02-25E 2 38.72 N66-07-21W 3 49.60 S25-34-23E 4 36. 60 S62-48-59E 5 36. 87 S62-55-54E 6 19.49 S52-37- 14E 0� 7 5.05 I I-34-06 25.00 8 19.66 N37-22-46E ! m ry v 9 16.09 0-55- 19 1000.00 10 19.02 560-49-32E It 6. 59 1-27-12 260. 00 12 19.29 N35-34-SIW A�{,,��4 a ? s 13 2.S-11- I9562 S F !\,(\ Y 14 4.60 60 52525-48-23E 23E `� SCALE I" = 100' 15 5.94 1-53-22 180.00 15371 16 21.00 4--260.00 � J• 17 4.60 60 N25-4848-2323W 7 IB 2.00 5-43-57 20.00 + •r9B o^' 1�s 18455 S F l0 ^` \ l 19 19.02 S60-49-32E `(• /y s�''o 20 15.00 1-47-26 480.00 \`�, 6n 21 16.00 SSO-06- 16E HIGHLAND SHORES 22 20.00 1-10-09 980.00 Q . o S 23 9. 50 2-28-27 220. 00 6 \ zmJE•° as y° °° s s, FUTURE DEVELOPMENT 14373 5 F 5 \"• \\ g 5 3 7 os ; \ oo �' 4i �/� 24 6.00 I-33-45 220.00 G rLB 5q4 � ® oo/ % /3 25 8.00 1-08-45 400.00 S'"/ S.S.E. s°a 132835 F`� \> �` co � 141048S F o °40o F� 26 20.00 2-51-53 400.00 p� / s ✓ `?' o yo dS "+o B/ 27 19.29 N35-34-51W G? O�p0 229 19.29 S35-34-SIE 8 19.66 N37-22-46E / Q w>^' \V5\`° /\Io g9 .6 y 20 s.?t y I 7 o /a \ 30 19.02 N60-49-32W 14403 S F 31 19.02 560-49-32E J� 39 adry�"w, J�'6�o O \6"'Sp 5° s `0 °O c\4 ss Po 2p e yam" 1 6 32 19. 29 N35-34-SIW PLO h� ?? W s 6 \629 3 ° ° ` 2481745 F Ts> (. 3839 S F� 33 4.60 525-48-23E 'kxy "' aiJ s°p \j \2o zy �• °3J°J�. o os t Hz �.w ,�s ��= 34 4,60 N25-48-23W 4 n Ny' so. 0• \ o ° p 'o° Np '�o`'oo oy 35 2.75 S64-II-37W V �P•J M 18720 S F cz� Z `0 $ s Je o"' yb, /Po��P°' S h� 36 10.83 1-49-32 340.00 !J .�° �` pp'2 > & w° sa y'9�y s�o F; y 37 S. 13 0-I8-25 958.00 C +yy ssr so 5 4 7 \ c^ f 1316155S F Js''s 1 3 W H��'z s �y 13911155 F 38 53.90 S48-45-2SE \°9. fgg°s/s ss 12129 5 F oo yo g 9•°t �9jy ��• ` �Q 39 62.79 S43-24-OIW C h �t o p '� o' o •� s o d 9- � i O 40 62.05 N49-39-SIW (• H D ; v m qo' y \'" ss os ro 12 so °o s° \"O• r os Q 41 53. 41 N39-38-48W y 3 a yti o^ c' S v o a c o. q0 16829 S F 0' 9 \4?y 1 6 + Tr s 12716 S F o, is 9 0o Q� y ^°^ 42 5. 00 N54-33-O7E �• ym .�0 23 `o,0 12182 S F mn > g•yry °0 14 F h 43 89. 04 S58-50-31E �• C 14527 S F 44 19. 49 S52-37- 14E y 0 13395 S F oo s4o°od o^ H E ^ \ �p 45 62. 05 N49-39-SIW OMMON GREEN of t 1 I oy' t wz N0. 37 a om• zsF o h^' " ° a 17 s �Q 'so on- (t B 'oy 46 53. 41 N39-38-48W 1 8 1, 246 SQ. FT. ° ° ° C ° 4378 5 F s e"• ss s ?o q" F 'vS so 12527 S F n \ ,s H, Q o s \ s /s L E W I S V I L L E 47 5.00 N58-33-3I E' 1. 865 ACRES ^• 2 h. 1; '^ �s `� s g �/� >s �� >° 0yo o Cn F; 48 89. 04 SS8-50-31E G y 8 is 22 s, s> % 4 a> z o 00 > ss y` oo ° 5 3 7 ^0 49 31.39 N88-54-53W \ 0 16798 S F 4,pry �= gg\ N f 2561 S F m y g0'g l 200 4s, o y°\°° re- 9>S•r >t z y \" 13 `\ ,� / LAKE s y <• o• ss c� o O\ > s '� N N 22927 S F / �` 50 14. 30 543-24-OIW s` 51 20.05 S27-52-27W 21 °0 18 I 15207 S F = 13161 S F a 15944 S F 15990 S F 13 w�o r N N 86-51-14 W fp' 17161 S F h y q6 >S 9g�3 /° r y 2 t 4 �U•0 0' 2, >° ° M 9 \ mm p ^I > 'ts a"' • Ag \g 9 0 12321 S F a so 2 w 2 m �� 13092 S F moo• �ro >g 12 o N 72448 S F - 1 9 s> ,> a !N S 15417 S F ,,, ry CURVE TABLE \ FF C Po. Q, 0 rom O ro y o > e , 13 1 T I S F Po ve >s l° w5 `a �o FSg 6; f4' `. i° gSo 9 0° �d."�°• o .^� O >s \ " oo• '' G G ry/U CHORD CHORD 3 °> Nits d " `' g 4s^ °°° sJ sBFgggF & 1/ NOTE ARC LENGTH DELTA RADIUS BEARING DISTANCE 12055 S F Pn+ 7�rz ss ,y y :ry s 12005 S F "6 ° .os 1 106.50 20-20-21 300.00 N27-42-35E 105. 94 2 va `mmev to so, so �O yK P° o F,� o•e >s'ts z^ �/ �v 2 205.74 47-09-11 250.00 N40-37-OIE 199. 99 os, oo < s�\a' �a� sad ^ >s,r9. 3 358.21 20-31-25 1000.00 N53-55-54E 356. 29 0 9 z o• / 12358 S F 5• 12587 S F w .�, >e9 •po �g �+ t} + J °F. " y9° 'I's°S�. 4 93. 56 10-43-17 500.00 S55-27-54E 93. 42 12688 S F ,gym 17 �,p �> --41 5 340.41 18-45-14 1040.00 S59-28-53E 338. 89 108017 080S F z\ ny ,!" 0• , ro F y, S- 6 348.21 19-57-02 1000.00 N46-02-OOE 346. 45 ,�'e>s, 20 0 +� `` \/\ 7 93. 81 26-52-30 200.00 N42-34-17E 92. 95 2 �/� 9'>s y 2961 S F + \sa°0>°+ ao•ry o 16 8 112.86 53-53-18 120.00 NO2-II-22E 108. 75 124 I I S F a N>s \ {y M �6 0 0• 4'' y 14106 S F yrvn \ oo- moo, J• ✓s Sd, 9 274.36 41-22-05 380.00 N45-26-19W 268.44 COMMON GREEN NO.39 10 127.93 30-32-31 240.00 N50-51-OGW 126. 42 \ y 6 0`'o y 2726 SQ. FT. 1 I 155. 51 37-07-35 240.00 544-22-1 IE 152. 81 s s 12763 5 F �/ % ` 3 y0 syo 0,0 9 9^• 0.063 ACRE 12 II1.27 31-00-17 225.00 $47-01-14W 135. 66 ss 12480 S F y so Ago gS 4i �• `% 14568 S F \ y q � o o° p• H 13 39.27 90-00-00 25. 00 N07-37- I4W 35. 36 C2 'y'y"'° q o `� ss• ta" �� am ,>>`s 14 10.83 1-49-32 340.00 N36-28-OOE 10. 83 t °' y� �? �J {'CIS 27. 19 77-53-17 20.00 N74-29-52E 25. 14 > \~9S a rosoo + 4 ¢ >o'9Gs° I RCAF n ro s + w.`w h^ CD 'n 1 / t �_t X f /-Y" 6 /oq 6 16 42. 69 4-29- 14 545.03 S56-59-56E 42. 68 / e 13384 S F P Q ary 8 0 \�� 0' c 17 21.00 30-04-49 40.00 N85-25-53E 20.76 14774 S F �6 m !� _�...._.�.> 1 / K-(f,rt'tu- 18 7. 13 0-25-24 965.00 N59-27-I5W 7. 13 C °j ss �yd e e ,s°�s \ 11 ¢ 14 94. 45 9-34-42 565.00 N54-27- 12W 94.34 ^ ?> s sz = 13343 S F°y 9'I 0 0 O �- 1 7�;` ? �'20 14.71 2-57-23 285. 00 N51-O8-33W 14.70 > b o A \ �C >s W ! �'f`� ` ` � 21 131. 45 7-51-43 % 958. 00 N48-22-58W 131.35 > > 22 130,55 4-54-05 1526, 09 N42-00-04W 130.51 7 5�^ _ 23 54.71 II-23-54 275.00 558-29-40W 54.62 14766 S F 2 '° 16473 S F (0 r '"�`� � 24 125.00 7-38-07 938.00 S48-48-1IE 124.91 / \ dysTC mw ij\ J ¢ �.,� �' /J tj 25 34. 36 78-44-20 25.00 S88- 19-01W 31. 72 H I G H L A D SHORES a t9° :: W N 'y ^ w ✓ 26 7. f 3 0-25-24 965.00 N59-27- 15W 7. 13 / I NSET , yj S9` >r NI�� ° o V 27 94. 45 9-34-42 565.00 N54-27- 12W 94. 34 PHASE 4-P c/y�9�os>� tasr 'm 9 ,y a I f _ (;�.-,-A_O-) 28 14.71 2-57-23 285,00 N51-08-33W 14.70 -` 3 z/ �\'m � � � %.. L�_C.<i}t.. � / l � f� 29 136. 59 8- 10-08 958.00 N48-32-IOW 136. 47 \S'/y 6q 30 130.55 4-54-05 1526.09 N42-00-04W 130.51 / \ C B , GR. ROGERS SURVEY, A-1098 / DiQ a � J � _ _ INTERSECTION OF OLD FENCE LINES 31 38,.06 2-07-39 1025.00 S44-44-OIW 38.06 \ �S SNRVEY 6;PIE FOR THE SOUTHEAST CORNER OF THE 32 46. 18 10-10-34 260.00 N32-17-29E 46. 12 48 s 8 1 M R. ROGERS SURVEY, A-I096 AND THE 33 156, 09 8-56-36 1000.00 N31-40-30E 155. 93 / \ P G� 2 8 5 - 2 8 7/ / Q� �J a -__.- 8--�--' - NORTHEAST CORNER OF THE F. HYATT 34 134. 62 28-02-49 275.00 N50- to- 12E 133.28 SURVEY, A-559. \ F. HYATT SURVEY, A-559 35 194.25 55-38-56 200.00 S36-22-09W 186.71 36 84. 56 4-I5-01 340.00 SI5-40-IIW 79. 34 Pei D. C. T. A 37 136.16 195-55-57 45.00 S53-34-49W 40.31 \ 38 241.01 304-41-25 45.00 N33-05-29E 18.21 COMMON GREEN NO.38 I ® J �+ 39 18.01 4-41-16 220.00 N33-11-29E 18.38 40 52. 1I 33-10-16 90.00 536-iI-39E 51.38 27.693 SQ. FT. 0.636 ACRE - -� Na T. So 7 SHEET 2 OF 2