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SA0301ARONAN; D BAILEY STALLINGE MI apIM NO. 95-0028005 N8918'06"E R.F.R.D.C.T. plo.s. 1 2 TEXAS STATE PLANE COORDINATES RUT E. CARTER & NORTH CENTRAL Z�NE 1,202 (GRID) S02!06104?W EDITH, G. SIDS 1,1=7.11W,150.784 E=2,436,834.974 38.21' TRACT 3 UZ S82'18'06"W 1481.69' 1-0 5/8" C VOL. 1365, PG. 635 (BEARING REFERENCE LINE) R. P, R. D, ". T. 5/8"CIRF CL AI TENDING ;PLAT OF F w SEASIDE VILLAGE' AT 07� I-- LOT PROVIDENCE! PHASE 6A ORW mw.S88*53`36"E 4-8Z00' Ld 'm -_ I 5/8-CIRF LOT 5.00 75,Ocy 128.34' ;SDEWALK DOC. NO. 2013-252 ARi LE 50.0 1 .50 OV "0 0' 55.00) P. R. D. C. T, 150 VjA D E TEMPORARY TURN AROUND E ESMT. to / 0 RITY OOC'. NO. �S,4, OT, Ik 311 _32- 'a 7 3,7N 3 4"_ - C� 5!"131'�?36 �'§37 /2 013 - 2;,�22 P R D T' -, 0 3 0) ('V FLAT}- BE ABANDONED 61,�' THIS P b1b C14 ir) I m- 01 �!f C'� ) 38 0 0, \p� 1 - - - STREET cf) M 22.661 /4.49 -S'UE tn � 1 10, co - 11 11.04 C,31 CN 10*X101 T SIDEWAIX & Vf YERS'COUR 2 .39 ESWT. N885336 w 264.T2' LOT \?q SBO'56' LOT 155.03' 50, n 0 1 -OB L- I C 4b ixLj 0 7 99' L6 -5.3'36"W SIDE -WALK &., V !2 f N88 .17 '56"W 88*43 1 0'X10'. 1SjBjUTy 124� 19' 120.68' 'S -REE97T -R -ION, 2 1, - _ST 1INT&SECT A N8853'36"W 41 Ts L Lo V_ �no I I N8853'36"Mt XTAS. 27 124.19' CV 28 7 119-88, C\, 3 LLJ 'v 451 CO3 - 2 6 -;,!. - 6 42 �3, to 111�� Fr� N83*53'36 W LO O'BL 9 < C7 I I .cal 0 tZ, U '23 31�22 01) L24 N88*53"36"W jj Lo 31 22' p �-7 - p IN, 7 CD ZL I53 S3 6 Vvn N88 C5 <4�1/ 8 p C6 S88,531 6"E _11* FCC Q> Pv .- 91 45 5 B 6, 124. Ld iP N83-533r," , . 0 F 7 1 1 <V 1 72, Q) 14 41 to A 3, )' 6 S88*53',36"E (n 132. 15' 46 N 35 5 LLJ 88'53'36"W Iry U*) 15 �j6 -, 0 RUTH E. CARTER & tj EDITH G. SIMS 0, 11V 47 Mv,�-o 00. ct 1885336"W I-0 TRACT 3 4 S °K A. L23 I 141 116.10, VOL. 1365, PG. 635 R.P.R.D.C.T. 48 13 ­v 7 z' 0 N88-53'36"W �) y < 2 /5 4 so "1cc� "4v 115.47' 1 49 c� 15- R w u 88*533r8 ,"W (v NOTE: 5' UTILITY (ELECTRIC) 114.84' v 12 ESM'T 1� V 7. 49 1� �d 50 17, - DOC. NO. 2013-109976 R.P.R.D,C.T. & I w (0 �,70 Jec) 60, �0 th C2 -Q, 18 70,9.70, 4.) 0 cl) V 41� �?17 7 ci 9'-_ 10 (o (0. .5/8'CIRF 9,N , )AMENDING PLAT OF" F61 _Q I I - -�- 49.24 S881 8"W*E 15 & 1 00.00, ov.uu- 50.00, - - LARRY ANDES & -.0 1/2"IRF r8EASIDE /VILLAGE /AT A 50- 00, t4� CIRF D* 00' 50-00' 50. "m RROVIDENCE PHASE 6A 60.05-: 15O.V02, JUDYANDES r.201 DOC. NO. C, 3�: 513�? 9 V ilq DOC. NO. 95-0036037 3 5 0& 3�: P/R.D.C.T. i V Zj,EIb 0 N 6 0 R.P.R.D.C.T, 5b 0 0 C4 6 ,-;z /& .04 c556 �- �>63 .14- 57;; c5 5�-, d6C 61-- 45 62 J_(y 59 N zz 11 V 22, -', �;r �bDE 0 00 22, voi 1114�vqq n_ I 5'UE z 23,6 L Q SEA8ibE VILLAGE II/ YCII A-)*- I I ENE AT �RFI, - I 1� - D PHASE 7 15 5 B VOLENT COURT PROYADENPt PH 2 A 10 �� S- CAB W, RG 886-/887 836" If _388.45' P. R�.D. C. T. Qua -p w >,� 6 "'g tj68*37)'2_2'*W­4SL J Lj tw ,v'try Y74 to '(0 n LAJ to LU v­ -7 c� 72 2 :;: j 71 '570-�! �b�j- n 67-, - N1 rn 0 04 0- 0 ;,4 ry z - ;C>j� V z "�'64 L16 6z 65;- & HARBOR VILLAGF�6'A' A zk_ rig 75 78, 4 57.00� E P HASE 1DS 4 �3 PRO 99 51.0c), t>U.00* z 7 7.82- V 50-00' 50-00' 50-71' 51. `-CAR, W PG 3Y6-,392 6 51-00' S 83-118 E AV 77 3 6 1 NY �u P.R.D X� irjN . b w b ro co 78.!�; 60.11' v: _0 7;r 0 U 81 F4 0 * -� 0 0 0 22 - I N Z�_ 085 vrj 0 0 0 87�! u� 88 cli 0 z z 0 cw>1 is x"q:r z 1 5'UF z Z .24 Ld z V U) S LACKST E IVE 23.13' z 0 7 Ile S 88*18T367' E U/ .24 .102 2 8 R=861.00' 3 al :j L21 16.06;�: 5-UE L=206.54 �N, ._r 3-4W�2" 100z, 99 8 0 -0 0 1 CB=N61*41`03*W '25= -, 0) - - !2 00 6 98 zo 0 p: to - - c? 5'4 p 94N c? 97fq 096 95 CH= 06.04! 6 V, 0 a 0 ft 14"y ; - - I N66 58" cli 3Z Lo 52 �2, 16 48' rn 0 V) V, to 62.72 8.30'0 0 0 4=9*54'24" 7,50.00 N23 62�7 (n 5,0 91 E;: -0 02%1� V) 7Z of R=936.00' 38-18' 5 0. 1 '00 co�, 21000 �O 1 50.00, 1 1��q 4' 43 89 L=161.84! 5, 7 .7 /A-,-20 1'49 ot U.E� 6.1 CB=N59*45*56"W 56 R=9,16.0 6!z2: 1 7�5 DE CH=161.64! L-�35.39 5z a02 Wj� HAR AT I' R�-56.001 5/8-ORF PROVIDENCE PHASE 1 11 1 7 __ 68 a ww 49 48 ! 47 CE�=N78T!2'42' BOR VILLA�E� CURVE TABLE CURVE DELTA RADIUS LENGT-H-7TANCENT CHORD CHORD DIRECTION C1 68*02'28" 17.81 10-13 -15-.00 16,78 S 57*05'10" W C2 90,00,00" 15.00 23.56 21.21 N 43"5336" W C3 36*52'12" 951 nn 16.09 3_3 15.81 N 73-1 r�'l C4 57*46'09" �.31'44" 25.00 �OO 25.21 13.79 24.15 N 59*25'32" w C5 25.00 30.77 17.68 28.87 N 53*02'44" W e16 I- 110*07'12" 60.00 115.32 1 85.88 98.37 S 57*05'10" \k/ C7 132*04'44' 60.00 1,38.31 135.01 109.66 N 43'53'36" W C8 ------- 50� 00 239.67 ----- 67.79 12-08'22'� E .00 918.63 81.65 N 36*57'16" E -...68*02'28" .00 47.50 27.00 44.76 N-.57*05'10" E cli 90,00,00" L 40.00 40.00 56.57 S 43*53' t::::j C12 8*38'29" 1667.00 251.42 125.95 251.18 �36" -71 = n C13 2925'00" 250.00 128.35 65.63 126.95 S 74-1 V06 C14 10*14'29" 1371.00 245.06 122.86 244.74 N 5955 '58" w C15 7 A., ""', 150.00 89.22 45.98 87.91 N 18*08'50" E C16 3329'53" 500.00 _j 292.32 150.47 283.18 1 5 -71 *33'40" E C17 33*2953" 796.00 465.38 239.55 ArQ -70 �*33 '40" E C18 �.44, 1075.00 212.87 106.78 212.52 11 N 60'29'06 w C19 . ..... (01- - 1050.00 18.95 9.48 18,95 S 66*40'29" E 1'05'46" 1100.00 21.04 10.52 21-04 N 6 6 '42'21 " W C21 13'31'35" 300.00 70.82 35.58 70.66 N 28'12'26" E C22 11 *54'17" 350.00 72.72 36.49 72.59 N 29*01'05" E C23 1 0'48'59" 1346.00 ii 19.18 9.59 19.18 S 6 5 -2 ZL-±3 " E C24 0*51'17" 1396.00 20.83 10.41 - 20-82 N 65*28.r)f " w C25 2*39'33" 1396.00 64.82 32.19 764-82 N 69--1727" W C26 0*24'48" 1642.00 11.85 5.92 11.84 S 7 1'36'21 " E c 81,61, 475.00 64.70 32.40 64.65 1 . ..... S 67-29' O'_' _E C28 3*12'2 2 525.00 29.38 14.69 29.37 _T S rl'il V53" E C29 324'15" 1692.00 100.53 50.28 100.2 69*49'12" W C30 --.21'02'22" 90.00 1 33,05 52-81 E C31 21'02'22" 9 0.00 33.05 1A 71 78*2225" E C32 21 *02'22" 9000 1 32.8 6 N 80*35'1 3L" E C33 21-02'22" 5.05 16.71 1 _32.86 1 11 *,37'35 W V 7 U, CAB �, PG 390 392 112:57' X. cup Ira OF' P.RX CB4N48* W3 w CONCRETE FND. 4.3 42 19 HOA TRACT I 17 20 LINE TABLE LINE LENGTH BEARING Ll 62.05 S64*49'1 6"E L2 54.41 S62737'28"E L3 54.41 L4 :::5 4. =1 --.S60*34'20"E S58*31'12"E L5 54.41 --z -zj r -Oc- Lro 101.72 L7 67.37 S63'40'1 9"E L8 149-00 1 S62.1 1'55"E L9 47-17 S59-56'45-E L10 49.67 S57'40'38'E L11 49.76 S55*25'58"E I L12 55.80 S55*33'08"E L13 73.74 S60'4636"E L74 73.71 N71'43'1 5"W L, 5 (::6.01 - K177'54'03"W L1 6 57.43 N83-21'38"W LIJ 55A2 N87-42'52"w L1 8 10,18 S89'04'1 7E L19 2.06 L20 2-26.. _...,N35*1V16"E N35-11-16"F LINE TABLE LINE LENGTHBEARING L21 10.0 S88-4 c-S " -E L22 17.1 S53'35'54"W L23 51.15 S88*53'36"E L24 1 56.22 S88*53'36"E L25 27.06 S35*1 1'1 6"W L26 0.00 NO1'4.1.'24"E L27 25.00 N014'41'24"E L28 50.00 '32"E L29 9.73 ....N23'5 N21-2.6'38"E L30 85 * 0 N34 8'i,3"E L31 10.23 N23*0j-b6-'E L32 50-00 L33 20.00 ._.....N24*56'47"E N23'03'56"E L34 50.00 N6656'04"W L35 20.00 S23*03'56"W L36 31.55 N71*28'30"W L37 54.89 N21.52'55"E L_i8 66.52 N38*37'40"W L-3S 97 .93' NO3*31'08"W L40 19-16' N397�158"V�V LARRY ANDES & JUDITH ANDES DOC. NO. 93-0065503 R.P.R.D.C,T. <S-N030tA c=101tS()z7wtkp ..o-. tal SITE N 0 cn U_ A D 0 FISHTRAI ROAD 01 U.S. HwV. 380 NOTES: I - WATER SERVICE TO BE PROVIDED BY PROVIDENCE VILLAGE WATER CONTROL AND IMPROVEMENT DISTRICT. 2. UTILITY PROVIDERS: (1) ELECTRIC SERVICE: COSERV 7701 'SOUTH, STEMMONS PHONE: 1-800-274-4014 CORINTH, TEXAS 75065 (2) TELEPHONE SERVICE: AT&T .2301 RIDGEVIEW DRIVE PHONE: (972) 569-3084 PLANO, TEXAS 75025 Z. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. 4. THE MAINTENANCE OF PAVING, GRADING :AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT IS THE RESPONSIBILITY OF PROVIDENCE VILLAGE WATER CONTROL AND IMPROVEMENT DISTRICT. APPROVAL OF THIS PLAT BY DENTON COUNTY DOES NOT CONSTITUTE ACCEPTANCE OF SAME FOR MAINTENANCE PURPOSES. 5. ALL SURFACE DRAINAGE EASEMENTS SHALL :BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATIONS, PLANTINGS, AND OTHER OBSTRUCTIONS 'TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY. 6. BLOCKING THE FLOW OF::WATER 'OR -CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED, 7. DENTON COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY OCCASIONED BY FLOODING OR'FLOODING CONDITIONS. 8. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE :INDIVIDUAL PROPERTY' OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS. 9. CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF THE COMMISSIONER'S COURT APPROVAL SHALL BE SUBJECT TO CURRENT COUNTY SUBDIVISION RULES AND `REGULATIONS. 10. NO CONSTRUCTION WITHOUT 'WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FEET ABOVE THE 100-YEAR FLOOD ELEVATION, 11. ALL UTILITIES AND DRAINAGE STRUCTURES ARE LOCATED IN THE RIGHT-OF-WAY EXCEPT AS SHOWN, 12. ALL UTILITY, EASEMENTS AND RIGHT-S-OF-WAY SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE USE OF PROVIDENCE VILLAGE WATER CONTROL AND IMPROVEMENT DISTRICT UNLESS OTHERWISE NOTED. 13. THE SUBJECT PROPERTY .LIES WITHIN ZONE X (UN -SHADED AREA), DEFINED AS `AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN" ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AREA FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED 'AREAS - MAP NUMBER 48121C0405G, REVISION DATE APRIL 18, 2011. 14. ALL EXTERIOR BOUNDARY CORNERS ARE 5/8-INCH IRON RODS WITH CAP MARKED '4PE11TT-RPLS 4087" FOUND, UNLESS OTHERWISE NOTED. WHEN A 'RETAINING WALL OR FENCING HAVE BEEN PLACED AT THE REAR LOT CORNER, A CAPPED 5/8-INCH IRON ROD MAY BE SET FIVE FEET W) FROM THE REAR LOT CORNER ALONG THE SIDE LOT LINE. 15. LOT NUMBERS ENDING WITH AN -*X", ARE -NON-RESIDENTIAL :LOTS. MAINTENANCE OF 'X" LOTS SHALL NOT BE THE RESPONSIBILITY OF PROVIDENCE VILLAGE WATER CONTROL AND IMPROVEMENT DISTRICT. 16. THE BEARINGS �SHOWN AND RECITED -HEREON ARE REFERENCED TO THE,MONUMENTED MOST NORTHERLY LINE OF SEASIDE VILLAGE AT PROVIDENCE PHASE BA, -RECORDED IN DOCUMENT NO. 2013-252, PLAT RECORDS OF DENTON COUNTY, TEXAS (N 89*18'06-E). 17. DENTON COUNTY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION 'AREAS AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSABLE FOR THE MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND HOLD HARMLESS DENTON COUNTY FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS PARAGRAPH. LEGEND U.E. UTILITY EASEMENT D.E. DRAINAGE 'EASEMENT S.S. SANITARY ZEWER EASEMENT BL BUILDING -SETBACK, LINE 5/8"CIRF 5/8-INCH IRON ROD W/CAP,MARKED 5/8-CIRS "PETIT7-rRPILS 4087" FOUND 5/8-INCH IRON ROE) W/CAP MARKED "PEIITT-RPLS 4087" SET 1/2".IRF 1/2-INCH IRON ROD FOUND "X" CUT FOUND IN CONCRETE R.O.W. RIGHT -OF --r�WAY P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING 6WR :65-FOOT RADIUS DESIGNA-TES'SUBDIVISION :BLOCK R.P.R-D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS P.R.D.c.T. 'PLAT -RECORDS, DENTON COUNTY, -TEXAS VOL. VOLUME PG PAGE PROVIDENCE VILLAGE WATER CONTROL AND IMPROVEMENT DISTRICT CONTACT. CLAY E. CRAWFORD 19 BRIAR HOLLOW LANE, SUITE 245 HOUSTON, TEXAS 77027 PHONE (713) 62-1�-3707 OWNER: VILLAGES AT PROVIDENCE LP 'GENERAL A'TEXAS LIMITED 'PARTNERSHIP PARTNER., 2LDPROVIDENCE LLC A TEXAS LIMITED'ILIABILITY'COMPANY CONTACT-.:ROBERT BETANCUR VICE-PRESIDENT 218 W. WALL GRAPEVINE, TEXAS 76051 PHONE '(817) B73-0520 FINAL PLAT HARB"O"IR VILLAGE AT jr-ROVT NCE P"HASE 6B 26.339 ACRES 131 RESIDENTIAL LOTS I NON -'RESIDENTIAL LOT SITUATED IN THE JAMES BRIDGES, JR. SURVEY, ABSTRACT NO, 36 PROVIDENCE VILLAGE WATER CONTROL AND IMPROVEMENT DISTRICT DENTON COUNTY, TEXAS Filed ^or Rai opt i'a the off icial T,8copds ryfi Deptu,-, lvQunt!�� PETITTBAR f ;t, &ZA§ Oro Qd 22,2014 at 01 *SP ENGIeNEEFZING PLANNINIG, SUf-,VEy[NG k c Pid Records TBPE FIRM REGISTRATION NO. 1488 TBPLS FIRM REGISTRATION NO. 101068 VIORGOR VTLLA(fr- AT RVIDEmcE DOC kum�ept ^1011 361 No of Faqest 2 1651 Glenville Drive, Suite 208 TeL No. (214). 221-9955 Amount Richardson, Texas 75081 Fox No. (214) 340-3550 DATE: JUNE 2014 SCALE: 1"=100' Receipt Number- 1-2189f,6 -JOB NO. 02042-066 Sum papr QL_Ic-c"T 7 nr- -) STATE OF TEXAS § COUNTY OF DENTON WHEREAS, VILLAGES AT PROVIDENCE LP, IS THE OWNER OF' A TRACT OF LAND SITUATED IN THE JAMES BRIDGES, SURVEY, ABSTRACT IN DENTON COUNTY, TEXAS, AND BEING A PORTION OF TRACT IV AND TRACT V IN DEED TO A ♦O RECORDED IN DOCUMENT NUMB i► J• k OF REAL PROPERTY RECORDS TEXASDENTON COUNTY, R•P AND BEING MORE PAR11CULARLY DESCRIBED AS FOLLOWS- BEGINNINGIRON ROD WITH CAPMARKED FOUND AT THE NORTHEAST CORNER OF SEASIDE PROVIDENCE PHASE ADDITION fCOUNTY,RECORDED RECORDS,2013-252, PLAT DENTON COUNTY, •' SAID IRON ROD ALSO BEING LOCATEDi"" SAID VILLAGES AT PROVIDENCE sTRACT; NORTHTHENCE 06 SECONDSALONGf'TH LINE OF SAID VILLAGES AT PROVIDENCE TRACT,• OF •i f• f • a # LOCATED ON TRACTTHE WEST LINE OF A f • DESCRIBED AS TRACT # # DEED O rCARTER A ••i ED THENCE SOUTH 02 DEGREES 06 MINUTES 04 SECONDS. OF w THE VILLAGES AT PROVIDENCE LP TRACT, A DISTANCE OF 38.21 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED R NR J•!7" FOUND FOR CORNER; IrAENCE SOUTH 88 DEGREES SECONDS EAST, WITH A SOUTHERLY O TRACT AND A NORTHERLY OF THE VILLAGES AT PROVIDENCE R TRACT, DISTANCE a• •-INCH IRON ROD WITH CAP MARKED r • •tip7" FOUND FOR fr MINUTESTHENCE SOUTH 01 DEGREES 49 R. WEST, R.Y LINE OF TRACT 3, ANDANY LINE OF THE VILLAGES AT PROVIDENCE R TRACT, A DISTANCEi WITH , MARKED M FOROR. .r THENCE SOUTH 88 DEGREES SECONDS AND A NORTHERLY OF THE VILLAGES AT PROVIDENCE LP TRACT, A DISTANCE OF 596.00 FEET TO A 1/2 INCH IRON ROD FOUND FOR CORNER, BEINGSAID IRON ROD TRACT DESCRIBEDLAND TO LARRY ANDESAND ANDESRECORDEDDOCUMENT NUMBER 95-0036037, R• r i SOUTHTHENCE 01 DEGREES 43 MINUTES a • SECONDS• i WEST LINE OF ! AND THE WEST Or R • , i a r�Ow , Psi i • f • NORTH 88 DEGREES 18 MINUTES 36 SECONDS WEST, A DISTANCE OF 112.57 FEET TO AN "X" CUT IN CONCRETE FOUN # • CORNER, SAID BEING OF a NON -TANGENT CURVE TO THE LEFT; NORTHWESTERLY, ALONG SAID NON -TANGENT CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS NORTH 48 DEGREES 58 MINUTES 30 SECONDS WEST FOR 70.99 FEET, A CENTRAL ANGLE OF 78 DEGREES 40 MINUTES 12 SECON r + RADIUS OF # ii FEET, FOR AN ARC DISTANCE OF r :• FEET TO A5/8-INCH !• ROD WITH CAP STAMPED • •# +•# FOUND FOR THE END OF • iCURVE; NORTHWESTERLY,NORTH 88 DEGREES 18 MINUTES 36 SECONDS WEST, A DISTANCE OF 280.65 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED "PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A TANGENT CURVE TO THE RIGHT, ALONG SAID TANGENT CURVE TO THE RIGHT • a iri THAT BEARS NORTH • DEGREES # MINUTES 42 SECONDS WEST FOR 333.60 FEET, A CENTRAL ANGLE OF 20 DEGREES 31 MINUTES 49 SECONDS AND A RADIUS OF • •!! FEET, FOR AN a• DISTANCE OF • FEET TO • :-INCH IRON '•r WITH CAP • r "PETITT-RPLS 4087" FOUND FOR THE END OF SAID CURVE; NORTH DEGREES 45 MINUTES 02 SECONDS• • DISTANCE OF !! FEET TO ♦-INCH IRON Rii WITH CAP STAMPED "PETITT-RPLS is7" FOUND FOR •• • NORTH 66 DEGREES 14 MINUTES 58 SECONDS WEST, A DISTANCE OF 50.00 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED "PETITT-RPLS tir7" FOUND FOR iw • SOUTHDEGREES 45 MINUTES 02 SECONDS+ DISTANCE OF !! FEET TO • •-INCH IRON `•! WITH CAP STAMPED "PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT; NORTHWESTERLY, at NON -TANGENT CURVETO THE RIGHT „ CHORD THAT BEARS NORTH • DEGREES 45 MINUTES 56 SECONDS WEST FOR 161.64 FEET, A CENTRAL ANGLE OF 09 DEGREES 54 MINUTES 24 SECONDS AND A RADIUS OF 936.00 i• AN ARC DISTANCE OF ! •4 FEET TO • •-INCH IRON '•i WITH CAP STAMPED • •• Ji:7" FOUND FOR THE END OF • t NORTHDEGREES 48 MINUTES JJ SECONDSa DISTANCE OF JJ• FEET TO • :-INCH IRON RODa• STAMPED • •• a!:7" FOUND FOR THE BEGINNING OF a TANGENTCURVE• THE LEFT; NORTHWESTERLY, ALONG SAID TANGENT CURVE TO THE LEFT WHICH a a f•i THAT BEARS •R • DEGREES J MINUTES 03 SECONDS WEST FOR 206.04 FEET, A CENTRAL ANGLE OF 13 DEGREES 44 MINUTES 39 SECONDS AND A RADIUS OF 861.00 FEET, FOR AN ARC DISTANCE OF 206.54 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED r r• .!•7" FOUND FOR i• • NORTH 68 DEGREES 33 MINUTES 22 SECONDS WEST, A DISTANCE OF 25.81 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED"PETITT-RPLS a!:7" FOUND FOR CORNER; NORTHTHENCE DEGREES 26 MINUTES 38 SECONDS EAST,f it OF a•w•` VILLAGE AT PROVIDENCE PHASE 1. AND THE EASTERLY LINE OF THE AFOREMENTIONED SEASIDE VILLAGE AT PROVIDENCE PHASE 6A, A DISTANCE OF 124.95 FEET TO a :-INCH IRON '•i WITH CAP STAMPED r r• Jiw7" FOUND FOR THE BEGINNING OF • NON -TANGENT CURVENON-TA TO THE RIGHT; THENCE CONTINUING WITH SAID EASTERLY LINE OF SEASIDE VILLAGE AT PROVIDENCE PHASE 6A THE FOLLOWING: SOUTHEASTERLY, •NG THE NON -TANGENT CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS SOUTH•• WEGREES 40 MINUTES 29 SECONDS EAST FOR 18.95 • CENTRAL a ANGLE OF 01 DEGREES 02 MINUTES 03 SECONDe AND a RADIUS OF 1050.00 FOR AN a• DISTANCE OF18.95 FEET TO a 5/8-INCH wi #•r WITH a# MARKED • Ji: FOUND FOR CORNER; NORTHDEGREES 50 MINUTES 32 SECONDSEAST, a DISTANCE OF •ii FEET TO A :-INCH IRON •ir WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT; NORTHWESTERLY, ALONG THE NON -TANGENT CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS NORTH 66 DEGREES 42 MINUTES 21 SECONDSFOR 21.04 FEET, • CENTRAL ANGLE OF 01 DEGREES 05 MINUTES 46 SECONDS AND A RADIUS OF 1100.00FOR ARC DISTANCE aIRON • WITH A MARKED uPETITT-RPLS 4087" FOUND FOR THE END OF SAID NON -TANGENT CURVE; NORTH DEGREES ! MINUTES 38-SECONDSEAST, a DISTANCE OF •* R• ROD WITH CAP MARKED "PETITT-RPLS ai • l FOR THE BEGINNING OF y a. CURVE TO THE RIGHT; NORTHEASTERLY, ALONG TANGENT CURVE O THE RIGHT y CHORD A BEARS O• i DEGREES MINUTES 26 SECONDS EASTFOR 70.66 FEET, A CENTRALANGLE OF DEGREES 31 MINUTES 35 SECONDS• i RADIUS OF iiii FEET, FOR A A• DISTANCE OF •.; TO • :-INCH IRON '#i WITH CAP MARKED ## • i«7" FOUND FOR THE END OF i TANGENT CURVE; NORTH DEGREES i 5/8-INCHROD WITH CA4i MARKED "PETITT-RPLS 4087" FOUND BEGINNING CURVE NORTHEASTERLY,ALONG ACURVE CHORD THAT BEARS iR NORTH DEGREES CENTRALMINUTE 05 SECONDS EAST FOR 72.59 FEET, A DEGREES SECONDS RADIUS :w. DISTANCE 5/8-INCH IRON ROD WITH CAP MARKED # 'lCURVE; NORTH 23 DEGREES 03 MINUTES 56 SECONDSDISTANCE NORTH 23 DEGREES 03 MINUTES 56 SECONDSDISTANCE • IRON MARKED•• 4087" FOUND FOR THE BEGINNING NON -TANGENT CURVE RIGHT; ALONG THE NON -TANGENT CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS SOUTH 65 DEGREESSOUTHEASTERLY, 1 SECONDS EASTf• R 48 MINUTES 59 ; FEET, A CENTRAL ANGLE j DEGREES SECONDS • i • ! f P ARC DISTANCE OF 19.18 FEET TO AIRON O A• MARKED 4087" FOUND 7 j` i NON-TANGEN• V NORTHDEGREES 56 MINUTES 47 SECONDS= DISTANCE! FEET TO A 5/8-INCHIRON ROD WITH CAP *y... MARKED RPLS 4087" .y CURVE A NON-TANGENT OF NORTHWESTERLY I ALONG THE NON -TANGENT CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS NORTH 65 DEGREES • MINUTES 51 SECONDS • 20.82 CENTRAL ANGLE •. DEGREES SECONDS AND A RADIUS OF• i. FEET, FOR AN ARCDISTANCE•5/8-INCH R.. ROD WITH A MARKED wR <i OF SAID fCURVE; DEGREESNORTH 23 A DISTANCE MARKED RR J FOR fR DISTANCENORTH 66 DEGREES 56 MINUTES 04 SECONDS WEST, A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 23 DEGREES 03 MINUTES 56 SECONDS WEST, A DISTANCE OF 20.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT; NORTHWESTERLY, ALONG THE NON -TANGENT CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS NORTH 69 DEGREES 17 MINUTES 27 SECONDS WEST FOR 64.82 FEET, A CENTRAL ANGLE OF 02 DEGREES 39 MINUTES 38 SECONDS AND A RADIUS OF 1396.00 FEET, FOR AN ARC DISTANCE OF 64.82 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE END OF SAID CURVE; RORTH 19 DEGREES 22 MINUTES 44 SECONDS EAST, A DISTANCE OF 121.65 FEET TO A 5/8-INCH IRON ROD NTH CA?� MARKED"PETITT-RPLS •i: FOUND FOR CORNER; NORTH 71 DEGREES 28 MINUTES 30 SECONDS WEST, A DISTANCE OF 31.55 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 18 DEGREES 11 MINUTES 15 SECONDS EAST, A DISTANCE OF 124.49 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT; SOUTHEASTERLY, ALONG THE NON -TANGENT CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS SOUTH 71 DEGREES 36 MINUTES 21 SECONDS EAST FOR 11.84 FEET, A CENTRAL ANGLE OF 00 DEGREES 24 MINUTES 48 SECONDS AND A RADIUS OF 1642.00 FEET, FOR AN ARC DISTANCE OF 11.85 FEET TO A 5/8-INCH IRON ROD WiTH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A TANGENT COMPOUND CURVE; SOUTHEASTERLY, ALONG THE COMPOUND CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS SOUTH 67 DEGREES 29 MINUTES 50 SECONDS EAST FOR 64.65 FEET, A CENTRAL ANGLE OF 07 DEGREES 48 MINUTES 16 SECONDS AND A RADIUS OF 475.00 FEET, FOR AN ARC DISTANCE OF 64.70 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE END OF SAID CURVE AND THE BEGINNING OF A TANGENT REVERSE CURVE TO THE LEFT; SOUTHEASTERLY, ALONG THE REVERSE CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS SOUTH 65 DEGREES 11 MINUTES 53 SECONDS EAST FOR 29.37 FEET, A CENTRAL ANGLE OF 03 DEGREES 12 MINUTES 22 SECONDS AND A RADIUS OF 525.00 FEET, FOR AN ARC DISTANCE OF 29.38 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PE11TT-RPLS 4087" FOUND FOR CORNER; NORTH 21 DEGREES 52 MINUTES 55 SECONDS EAST, A DISTANCE OF 54.89 FEET TO A 5/8--INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT; NORTHWESTERLY, ALONG THE NON -TANGENT CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS NORTH 69 DEGREES 49 MINUTES 12 SECONDS WEST FOR 100.51 FEET, A CENTRAL ANGLE OF 03 DEGREES 24 MINUTES 15 SECONDS AND A RADIUS OF 1692.00 FEET, FOR AN ARC DISTANCE OF 100.53 FEET TO A 5/8-INCH IRON ROD WiTH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE END OF SAID CURVE; NORTH 18 DEGREES 30 MINUTES 54 SECONDS EAST, A DISTANCE OF 229.18 FEET TO THE POINT OF BEGINNING AND CONTAINING 26.339 ACRES OF LAND. ' i a: l ( e* • r •' l O 'i,TiAYOR,'TqWN-OF"PROWD-EN-C�: VILLAGE, TEXAS m A ., • i "" i ' i A i RO i y Or � # R iO r`R 'i ■ w • *• '/'� i #•ir.r a n'r#- + a Rs•r * •.r i Ili.. • i R ;' # R y r R A r R i y i #• a s""� O "' • rw i w r • Or O ! rr0 � w ARPrO A A • ,•, a A i ii O w i NENA j A #♦# A A r R • i •'t " • • A • i r r r A A C a i #. a y # _ ♦ O R r . t # R r# •f A a A l 'ii f O. O i. wAPP r O A' A A �• : rN# r. • , t # - r y a w• r O'.. 0... i y { O• # A A f t •AR N i. N11110 MO •r r •.w J. rrf iIN a ! A 4 rrr • R. WITNESS MY HAND THIS � � bDAY OF 2014. t - BY. VILLAGES AT PROVIDENCE LP, A TEXAS LIMITED PARTNERSHIP BY: ZLD rw GENERALOVIDENCE LLC A TEXAS LIMITED LIABILITY COMPANY ITS PIOTNER .•` R w iJim _ r 111114,1711 STATE OF TEXAS § COUNTY OF TARRANT § UP- ri: •` i • ••i r • • • • i • • ' i • 4` • ' i • i i # t f' ' ••# a r • r • • • •• i r a' + r GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS DAY OF r 2014. NOTAR�Y­PUBLICUN AND FOR THE STATE OF TEXAS. MY COMMISSION EXPIRES:- "y SURVEYORS •_ CERTIFICATE THAT 1, JIMMIE D. NICHOLS, A REGISTERED PROFESSIONAL LAND SURVEYOR, AFFIRM THAT THIS PLAT WAS PREPARED FROM AN ACTUAL SURVEY MADE ON •• D OF THE LAND DESCRIBED HEREON,AND THAT THE CORNER MONUMENTS SHOWNf r PROPERLY wir . PLACED UNDER MY PERSONAL SUPERVISION IACCORDANCE "DENTON • SUBDIVISION RULES AND REGULATIONS." JIMMIt D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 STATE OF TEXAS § COUNTY OF DALLAS § BEFORE UNDERSIGNED _r AUTHORITY, • , NOTARY ,• PUBLIC AND FOR THE STATE OF TEXAS, ON DAY PERSONALLY APPEARED JIMMIE D. NICHOLS, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO THAT HE EXECUTED THE SAME IN THE CAPACITY STATED. UNDERGIVEN • i AND SEAL OF OFFICE,DAY OF ! NOTARYIPUBLIC IN AND FOR THE STATE OF TEXAS. U 15 MY COMMISSION EXPIRES: ELECTRIC & GAS COMPANY: U� ""Lin & .117-b COSERV DATE 7i 'EPHONE COMPANY. f4. AT&T a DATE PROVIDENCE •: IMPROVEMENT CONTACT,•.D 19 BRIAR HOLLOW .� : PHONE OWNER: VILLAGES AT PROVIDENCEs A TEXAS UMITED PARTNERSHIP GENERAL D PROVIDENCE A TEXAS ► UABIUTY COMPANY -O: GRAPEVINE, TEXAS 218 W. WALL JESSICA LEE M Notary Public, State of Texas f Q My COMmission Expires December Ozz 2ti15 • `r i AND APPROVED O _rR•t• 2014. arJ • • r a a 111im COUNTY JUDGE, FINAL PLAT CONTROL AND IMPROVEMENT DISTRICT ON _, __, 2014. Di��PrSTEXAS - 26.339 ACRES 131 RESIDENTIAL LOTS 1 NON-RESIDENTIAL LOT SITUATED IN THE JAMES BRIDGES, JR. SURVEY, ABSTRACT NO. 36 PROVIDENCE VILLAGE WATER CONTROL AND IMPROVEMENT DISTRICT DENTON COUNTY, TEXAS Filed fop t1he t fecor F. :Y4 = PETITT ��§...ttt c x TBPE FIRM REGISTRATION NO. 1488 FA2,9e Vll LAi $'? ``'?',I L'1 F TBPLS FIRM REGISTRATION NO. 101068No orlPages`- 2 #z- 1651 Glenville Drive, Suite 208 Tel. No. (214) 22-1-9955 At"',oun i t?x.es Richardson, Texas 75081 Fax No. r`214; 340-3550 Receipt jlF fmbw ._ 1k}ii�1,slr DATE: JUNE 2014 rta; JOB NO. 02042-068 Sum = Pq;-z, SKEET 2 OF JABEZ DEVELOPMENT, L.P. DOC. NO. 2015-101321 RPRDCT P.O.B. z TEXAS STATE PLANE COORDINATES o� NORTH CENTRAL ZONE 4202 (GRID) ' o RUTH E. CARTER N=7,139,150.784 E=2,436,834.974 SEE DETAIL "A" m°& EDITH G. SIMS ir0 S02'06'04"W VOL, 1365,TPG. 635 S89'18'06"W 1481,69' TO 5/8" CIRF $91$'06�E 0© 3$,21' R.P.R.D.C.T. (BEARING REFERENCE LINE) 91.i2, . o S88'53'36"E �_..1....,_......,.,... .—.. �.. — 5/8"CIRF \ � � 6$.66' > 5/8"CIRF ,- S88°53'36'E 413.34' 2.5 68.66' 55//8..CIRF _ — i 25 26 27� F ARBOR VILLAGE AT 21 22 23 2�i N ,c� lr C) �t:� P OADENCE PHASE 6B j „� s ~' 32R o N G3 34 35 36 37 DOC. No. 2014-361 AM NDING P AT OF 28�� 1 j� o f � io --, cr � tU CG P.R.D. C.T. SE iDE VIL AGE AT CF `'(o l PRO iDENCE RASE 6 L 5 ' ;^- +-- _ _ D C. NO. 013-25 30R '�'� R. 6113'12 L 33 5'UE 38 P.R. C.T. . ,N 0r - - _ 5' U ^ 86°25'42" v - --- 12' �N `9J 79' t' S88'53'36"E�� —MYERS COURT 39 �0, 29R- I ,' 86.64' N LED 50-Inca a� Y 1 og s v 7 t o� 5f8"CIRS S/8"CIIRF . BOO' ' ° '' q S88'5336E "10'BL -T �� � � � � 1 i /� 40 D 21 22 23 Q- ,° f N88*53*36"W 24 25 39.25' 2 1-1 I 1 41 A--05 26'04" 28 `7 �� r s j' J 1 X I R-=1 92.00' 27 's { .49' 28 / 1� °rR� 3 WD� { 42 5 Cb= - 68' � "W ; / �' ( - 1 C}'BL I 4Ch= 60.43 �f�`"9 1 0s cc �13 40 fiFOOT 3 11 I a % �523' '56"W d .fie 68*Of $ ==_ 44 R=15.00' 13 I I� L=17.81 1 ( 45 1 8 12 Cb=S57 05'10"W w Ey 7 Ch=16. 8' 14 U) I I I , 6 ` ILO46 ARBO VI LAGE AT I P OVIDENC RASE 6B �,j ( 5 DOC. N . 20 -361 r P .D.C.T. 15 I I `� 47 3 I l 48 2 49 CURVETABLE DIRECTION 5/8"CIRF STATE OF TEXAS § COUNTY OF DENTON § WHEREAS, HMH LIFESTYLES, L.P., AND THE TOWN OF PROVIDENCE VILLAGE, ARE THE OWNERS OF THAT CERTAIN TRACT OF LAND SITUATED IN THE JAMES BRIDGES, JR. SURVEY, ABSTRACT NO, 36, IN DENTON COUNTY, TEXAS, ACCORDING TO DEED TO HMH LIFESTYLES, L.P. RECORDED IN DOCUMENT NO. 2015-123286, OF THE REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS (RPRDCT), AND RIGHT-OF-WAY DEDICATION BY FINAL PLAT OF HARBOR VILLAGE AT PROVIDENCE PHASE 6B, AN ADDITION TO DENTON COUNTY, TEXAS RECORDED IN DOCUMENT NUMBER 2014-361, PLAT RECORDS OF DENTON COUNTY, TEXAS (PRD(,-T), AND BEING ALL OF LOTS 29, 30, 31, AND 32, BLOCK H, AND A PORTION OF THE RIGHT-OF-WAY OF MYERS COURT, ALL ACCORDING TO SAID FINAL PLAT OF HARBOR VILLAGE AT PROVIDENCE PHASE 6B, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 5/8-INCH IRON ROD WITH CAP MARKED "PETTTT-RPLS 4087" FOUND AT THE MOST NORTHEASTERLY CORNER OF SEASIDE VILLAGE AT PROVIDENCE PHASE 6A, AN ADDITION TO DENTON COUNTY, TEXAS, ACCORDING TO AMENDED PLAT RECORDED IN DOCUMENT NUMBER 2013-252, PRDCT, SAID IRON ROD ALSO BEING THE MOST NORTHWESTERLY CORNER OF SAID HARBOR VILLAGE AT PROVIDENCE PHASE 6B; THENCE NORTH 89 DEGREES 18 MINUTES 06 SECONDS EAST, WITH THE NORTH LINE OF SAID HARBOR VILLAGE AT PROVIDENCE PHASE 6B, A DISTANCE OF 91.12 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND AT THE BASE OF A WOOD CORNER FENCE POST FOR CORNER, SAID IRON ROD ALSO BEING LOCATED ON THE WEST LINE OF THAT CERTAIN TRACT OF LAND DESCRIBED AS TRACT 3 IN DEED TO RUTH E. CARTER AND EDITH G. SIMS RECORDED IN VOLUME 1365, PAGE 635, RPRDCT; THENCE SOUTH 02 DEGREES 06 MINUTES 04 SECONDS WEST, WITH SAID WEST LINE OF TRACT 3, AND AN EASTERLY LINE OF HARBOR VILLAGE AT PROVIDENCE PHASE 68, A DISTANCE OF 38.21 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; THENCE SOUTH 88 DEGREES 53 MINUTES 36 SECONDS EAST, WITH A SOUTHERLY LINE OF TRACT 3, AND A NORTHERLY LINE OF HARBOR VILLAGE AT PROVIDENCE PHASE 6B, A DISTANCE OF 68.66 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETiTT RPLS 4087" FOUND FOR CORNER AT THE NORTHEAST CORNER OF SAID LOT 32, BLOCK H AND THE NORTHWEST CORNER OF LOT 33, BLOCK H, OF HARBOR VILLAGE AT PROVIDENCE PHASE 6B; THENCE SOUTH 01 DEGREE 06 MINUTES 24 SECONDS WEST, WITH SAID COMMON LINE OF LOTS 32 AND 33, AND ACROSS SAID MYERS COURT (CALLED 50 FOOT R.O.W.), A DISTANCE OF 170,00 FEET TO A 5/8--INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER IN THE SOUTH RIGHT -OF --WAY OF MYERS COURT; THENCE NORTH 88 DEGREES 53 MINUTES 36 SECONDS WEST, WITH SAID SOUTH RIGHT-OF-WAY LINE OF MYERS COURT, A DISTANCE OF 39.25 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER, SAID IRON ROD BEING THE BEGINNING OF A TANGENT CURVE TO THE LEFT; THENCE SOUTHWESTERLY, WITH THE SOUTHEAST RIGHT-OF-WAY LINE OF MYERS COURT, AND WITH SAID CURVE HAVING A CHORD THAT BEARS SOUTH 57 DEGREES 05 MINUTES 10 SECONDS WEST FOR 16.78 FEET, A CENTRAL ANGLE OF 68 DEGREES 02 MINUTES 28 SECONDS, AND A RADIUS OF 15.00 FEET, FOR AN ARC DISTANCE OF 17.81 FEET TO THE END OF SAID CURVE, A 5/8-INCH IRON ROD WITH CAP MARKED "PETiTT-RPLS 4087" FOUND FOR CORNER; THENCE SOUTH 23 DEGREES 03 MINUTES 56 SECONDS WEST, CONTINUING WITH SAID SOUTHEAST RIGHT-OF-WAY LINE OF MYERS COURT, A DISTANCE OF 63.68 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED -PETiTT-RPLS 4087" FOUND FOR CORNER AT THE INTERSECTION OF THE SOUTHEAST RIGHT-OF-WAY LINE OF MYERS COURT, AND THE NORTHERLY RIGHT-OF-WAY LINE OF CRANSTON COURT (VARIABLE WIDTH R.O.W. AT THIS POINT), SAID IRON ROD ALSO BEING THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT; THENCE NORTHWESTERLY, WITH SAID NORTHERLY RIGHT-OF-WAY LINE OF CRANSTON COURT, DEDICATED BY SAID HARBOR VILLAGE AT PROVIDENCE 6B FINAL PLAT, AND WITH SAID CURVE HAVING A CHORD THAT BEARS NORTH 68 DEGREES 48 MINUTES 18 SECONDS WEST FOR 160.43 FEET, A CENTRAL ANGLE OF 05 DEGREES 26 MINUTES 04 SECONDS, AND A RADIUS OF 1692.00 FEET, FOR AN ARC DISTANCE OF 160.49 FEET TO THE END OF SAID CURVE, A 5/8-INCH IRON WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER, SAID IRON ROD BEING THE SOUTHWEST CORNER OF SAID LOT 29, BLOCK H, AND THE SOUTHEAST CORNER OF LOT 28, BLOCK A, OF SAID SEASIDE VILLAGE AT PROVIDENCE PHASE 6A; THENCE NORTH 18 DEGREES 30 MINUTES 54 'SECONDS EAST, WITH A WEST LINE OF SAID HARBOR VILLAGE AT PROVIDENCE PHASE 6B, AND AN EAST LINE OF SAID SEASIDE VILLAGE AT PROVIDENCE PHASE 6A, A DISTANCE OF 229.18 FEET TO THE POINT OF BEGINNING OF HEREIN DESCRIBED TRACT, AND CONTAINING A CALCULATED AREA OF 1.007 ACRES OF LAND. 5/8" CIRF Cap BASE OF WOOD CORNER POST FND. N89*18'06"E 91 A f S02'06'04"W 27.89' ,45' 29.66' 38,21' r 2XR NOTE: VARIABLE -WIDTH DRAINAGE \ 1 EASEMENT (DOC. NO. 2014-361 PRDCT) TO BE ABANDONED BY THIS PLAT 5/8-CIRF S72' 0'24"W \ 1` 12.96{ 30R \ 25 0 32R 1 12'BL `t -5'UE 5'UE 29R~�`�J N DETAIL "A" SCALE 1" - 50' w LOT W LOT � 1VX1V to SIDEWALK & r { TY ESMT. TypYP.) 10' STREET 10' 0 10'x10' SIDEWALK & SSIBIIITY ESMT. LOT LOT 10'x10' SIDEWALK & VISIBILITY ESMT. AT STREET INTERSECTION CM.) N.T.S. * NOTE: PORTION OF RIGHT-OF-WAY (HATCHED AREA 365 SO. FT.), 5' UTILITY EASEMENT, AND 12' BUILDING LINE (DOC. NO. 2014-361 PRDCT) LOCATED ON LOT 32R, BLOCK H, ARE TO BE ABANDONED BY THIS PLAT. 5' UTILITY EASEMENT AND 12' BUILDING LINE ARE TO BE RELOCATED AS SHOWN. U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT S.S. SANITARY SEWER EASEMENT BL BUILDING SETBACK LINE 5/8-CIRF 5/8-INCH IRON ROD W/CAP MARKED "PET1TT-RPLS 4087" FOUND 5/8"CIRS 5/8-INCH IRON ROD W/CAP MARKED "PETiTT-RPLS 4087" SET 1 /2-IRF 1/2-INCH IRON ROD FOUND "X" "X" CUT FOUND IN CONCRETE R.O.W. RIGHT -OF --WAY P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING 65'R 65-FOOT RADIUS 0 DESIGNATES SUBDIVISION BLOCK R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS VOL. VOLUME PG. PAGE NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, HMH LIFESTYLES, L.P., AND THE TOWN OF PROVIDENCE VILLAGE, ACTING HEREIN BY AND THROUGH THEIR DULY AUTHORIZED OFFICERS, DO HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS LOTS 29R, 30R, 32R, AND 2XR, BLOCK H. HARBOR VILLAGE AT PROVIDENCE PHASE 6B, AN ADDITION TO THE TOWN OF PROVIDENCE VILLAGE, TEXAS, AND DO HEREBY DEDICATE TO THE TOWN OF PROVIDENCE VILLAGE (THE TOWN), IN FEE SIMPLE, THE STREETS AND PUBLIC USE AREAS SHOWN HEREON, AND DO HEREBY DEDICATE THE EASEMENTS SHOWN HEREON FOR THE PURPOSES INDICATED TO THE EXCLUSIVE USE FOREVER OF THE TOWN, SAID DEDICATIONS BEING FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT AS SHOWN HEREIN. NO BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS ON SAID PLAT. AT THE DISCRETION OF THE TOWN AND SUBJECT TO IT'S WRITTEN APPROVAL, UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE THE SAME UNLESS THE EASEMENT LIMITS THE USE TO A PARTICULAR UTILITY OR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO THE TOWN USE THEREOF. ANY PUBLIC UTILITY GIVEN THE RIGHT BY THE TOWN TO USE SAID EASEMENTS 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 SYSTEM ON ANY OF THESE EASEMENTS. ANY PUBLIC UTILITY SHALL AT ALL TIMES HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY 11ME PROCURING THE PERMISSION OF ANYONE. I DO HEREBY BIND MYSELF, MY SUCCESSORS AND ASSIGNS TO FOREVER WARRANT AND DEFEND ALL AND SINGULAR THE ABOVE DESCRIBED STREETS, EASEMENTS AND RIGHTS UNTO THE TOWN AGAINST EVERY PERSON WHOMSOEVER COMES LAWFULLY CLAIMING OR T0 CLAIM THE SAME A E TOWN OF PROVIDENCE VILLAG E. THIS OR ANY PART THEREOF, THIS PROPERTY IS LOCAT ED WITHIN THE CORPORATE LIMITS OF TH PLAT APPROVED SUBJECT TO ALL THE PLATTING ORDINANCES, RULES -.AND REGULATIONS OF DENTON COUNTY; WITNESS MY HAND THIS 2q DAY OF 0 2015. HMH LIFESTYLES, L.P. BY: BNMJR, INC. ITS: ENERAL PA BRUCE FRENCH, VICE PRESIDENT STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED BRUCE FRENCH, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS _2-nL DAY OF 2015. NOTA PUBLIC IN AND FOR THE STATE OF TEXAS. MY COMMISSION EXPIRES: 1 -2 tZ� JESSICA, LEE Notary Pu �isti Stair; o; Texas I My comm:s:o5� Expires { , ....... 1.5 2015 F=- U'_ 0 100 0 50 100 200 1 inch = 100 feet SITE Ci N Q tJ') ry .d.. W N � d z <t V) Ltw �r+ r i L FISHTRAP N ROAD _EJLfl_ im 0 Li- U.S. HWY 380 VICINITY MAP N.T.S. NOTES: 1. WATER SERVICE TO BE PROVIDED BY THE TOWN OF PROVIDENCE VILLAGE, 2, UTILITY PROVIDERS: (1) ELECTRIC SERVICE: COSERV 7701 SOUTH STEMMONS CORINTH, TEXAS 75065 PHONE: 1- 800-274-4014 (2) TELEPHONE SERVICE: AT&T 2301 RIDGEVIEW DRIVE PLANO, TEXAS 75025 PHONE: (972) 569-3084 3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. 4. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT IS THE RESPONSIBILITY OF THE TOWN OF PROVIDENCE VILLAGE. 5. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATIONS, PLANTINGS, AND OTHER OBSTRUCTIONS TO THE OPERATION -AND MAINTENANCE OF THE DRAINAGE FACILITY. 6. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED. 7. TOWN OF PROVIDENCE VILLAGE WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY OCCASIONED BY FLOODING OR FLOODING CONDITIONS. 8. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS. 9. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM TOWN OF PROVIDENCE VILLAGE SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FEET ABOVE THE 100-YEAR FLOOD ELEVATION. 10. ALL UTILITIES AND DRAINAGE STRUCTURES ARE LOCATED IN THE RIGHT-OF-WAY EXCEPT AS SHOWN. 12. ALL UTILITY EASEMENTS AND RIGHTS -OF -WAY SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE USE OF THE TOWN OF PROVIDENCE VILLAGE UNLESS OTHERWISE NOTED. 13. THE SUBJECT PROPERTY LIES WITHIN ZONE X (UN -SHADED AREA), DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AREA FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS - MAP NUMBER 48121C0405G, REVISION DATE APRIL 18, 2011. 14. ALL EXTERIOR BOUNDARY CORNERS ARE 5/8-INCH IRON RODS WITH CAP MARKED "PETITI•-RPLS 4087" FOUND, UNLESS OTHERWISE NOTED, WHEN A RETAINING WALL OR FENCING HAVE BEEN PLACED AT THE REAR LOT CORNER, A CAPPED 5/8-INCH IRON ROD MAY BE SET FIVE FEET (5') FROM THE REAR LOT CORNER ALONG THE SIDE LOT LINE. 15. LOT NUMBERS ENDING WITH AN "X" ARE NON-RESIDENTIAL LOTS. MAINTENANCE OF `V' LOTS SHALL NOT BE THE RESPONSIBILITY OF THE TOWN OF PROVIDENCE VILLAGE. 16. THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE MONUMENTED MOST NORTHERLY LINE OF SEASIDE VILLAGE AT PROVIDENCE PHASE 6A, RECORDED IN DOCUMENT NO, 2013-252, PLAT RECORDS OF DENTON COUNTY, TEXAS (N 89`18,06"E). 17. TOWN OF PROVIDENCE VILLAGE SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSABLE FOR THE MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND HOLD HARMLESS TOWN OF PROVIDENCE VILLAGE FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM 'PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS PARAGRAPH. SURVEYORS CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: THAT 1, JIMMIE. D. NICHOLS, A REGISTERED PROFESSIONAL LAND SURVEYOR, AFFIRM THAT THIS PLAT WAS PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND OF THE LAND DESCRIBED HEREON, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE "TOWN OF PROVIDENCE VILLAGE AND DENTON COUNTY SUBDIVISION RULES AND REGULATIONS." yam. JIMM E D. NICHOLSh REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 STATE OF TEXAS § }s n• '}� ), COUNTY OF DALLAS §t3 BEFORE ME, THE UNDERSIGNED -AUTHORITY, A NOTARY PUBLIC IN OR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED JIMMIED. NICHOLS, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS DAY OF 2015. NOTARY BLIC IN AND FOR THE STATE OF TEXAS. €'ul�ircr�u1,t9 ` wta y , Sfa,4 0l Texas f on mYsrat Expires t\ MY COMMISSION EXPIRES&0 17> rFa f I^ eetr r r 05, 217I a I' X�. „-.'Jw. Y.a`&'"Y.'fa;k�tfiE`+�`Y.SsnM'�Kb1 Riti.T.cNb '3'H/%�Y�.AL'R.3•�'.'. /�/ f{/\\j Ce; UTILITY COMPANY . APPROVAL THE PURPOSE OF THIS REPEAT IS TO RECONFIGURE LOTS IN BLOCK H AND BLOCK A TO ALLOW A RIGHT-OF-WAY TO CONNECT TO THE FUTURE FINAL PLAT OF PROVIDENCE PHASE 6C TO THE NORTH. I I< < I Ar 1 T I AR OI1 ALLAOE Al PR 0*40NCEHA$E40 OLIO H L TZ (,CO I)(E ) HARBORVILLAGE IL,I AEI AT PROIdDE E P14ASE60 qLK H LOT 4 (SEE 6%147 FOR C &SCH ' >15 HAROR�I AT R�NEI ISR 1 I H'GT (?�OI(EE FOR 1) *53159 HARBOR '�%Udf AT PROYI0NC E Pt-14SE69 OLK H`LOT a 65,31148, FORO&S H) OAM 4544A HARBOR, VILLA f, AT OROV11 653160 HARBOR F E€I IR VILLAGE iE AT EIIOWI?I JCE PHASE 60 OLK H'LOT A (SEE 65314§ I OR CO&SCH) � 5' 1 I AREO#'i �jk(EE��' m pop, m) 1 5� 1 HARBOR V�II 16 AT PR6V1D0,1285 . 1 THE T COUNCI 0 OVIDENCE VILLAGE ON THIS DAY OF 2015, VOTED AFFIRMATIVELY TO APPROVE THE FINAL. T. kN01tlltii1k OF * MAYOR, T OF F' 0 , ENOE VILLAGE, TEX9S r +4, TOWN SECRETARY, TOWN OF PROVIDENCE MILL , flfiPtfo4Ito `'' RELH .! LOTS 2 R, 30R, 32R, 2XR, BLOCK HARBOR VILLAGE Al, PROVIDENCE PHASE "401 1.007 ACRES OWNER: HMH UFESTYLES, L.P. 9001 AIRPORT FREEWAY SUITE 400 N. RICHLAND HILLS, TX 76180 CONTACT: BRUCE FRENCH PHONE: 817-849-5222 3 RESIDENTIAL LOTS 1 NON-RESIDENTIAL LOT SITUATED IN THE JAMES BRIDGES, JR. SURVEY, ABSTRACT NO. 36 TOWN OF PROVIDENCE VILLAGE DENTON COUNTY, TEXAS c `,ie5 f'wr ji i'l-_ond t�■rM�■.°�`� PEA PET %� �`�` A A.4 l ! 1, E:NG[Nr- BRING PLANNING SURVEYING k TBPE FIRM REGISTRATION NO. 1488 TBPLS FIRM REGISTRATION NO. 101068thp Doc NMI 1651 Glenville Drive, Suite 208 Tel. No. (214) 221-9955 g16 Richardson, Texas 75081 Fox No. (214) 340-3550 >-3mn; v.; 3,@ rJ0 DATE: OCTOBER 2015 SCALE: 1"=100' , ,rvY - Numbs— _ 13630M0 JNICHOLS@PETITTBARRAZA.COM JOB NO. 02042-06B L.O 0 �e L c- SHEET 1 OF 1 JABEZ DEVELOPMENT, L.P. DOC. NO. 2015-101321 RPRDCT TEXAS STATE PLANE COORDINATES o NORTH CENTRAL ZONE 4202 (GRID) "'RUTH E. CARTER & N=7,139,150.784 E=2,436,834.974 SEE DETAIL "A" En ED(TH G. SIMS z TRACT 3 z S02'06'OeW VOL, 1365, PG. 635 S89°18'06"W 1481.69' TO 5/8" CIRF 89i8,06"EQ 38.21, R.P.R.D.C.T. (BEARING REFERENCE LINE) 91.12' �0 — 5/6'CIRF � SS 68.66' _ 5/s"CIRF S88'53'36"E 413.34' 7 { i %+1 2`� © 68.66' S/8„CIRF — 5/8"CiRI I �s 2 26 27 ty �� ` cot ARBOR VILLAGE AT 11 21 1 22 t 23 24- N ,, jc� i r 1 6 o P OVIDENCE PHASE 6B I (I AM NDING P AT OF i , 32R � DOC. NO. 2014-361 # 284 I, cn j cr �� 0 34 35 36 37 SE iDE ViL AGE AT @ �\� -' c14 a p P.R.D. C.T. PRO IDENCE HASE 6 +>f \' J �`� 5 ' �' ,— F, D C. NO. 013-25 y4. 12'BL 0 38 .M 3OR R. 61.T3' �i 33 5'UE '. P.R. C.T..tb mr (' i6, 5' rf "" 86°2b42" v \ t � � ` — a r �-19,9-7 ' r' s88-53'36"E" � � T � ~ - ' � 29R` .6 4' cAU lxr sa-F a� I T°-€ F WAY 9 0' N «� PREVIOUSLY MYERS OOtlR i /8 09 51 ray C} 5/8-CIRS 5/8-CIRF ti00, ��` o � S88'53'36"E 10 BL S U- RJ t ~' ��"� r `p ,� �v 115.78' 1 I 40 20 1 21 22 23 �� r ' 'U N88'53'36"W24 25 �. 39.25' I A--0526'{f4" 26 J �7 ` S'v�, s��,, � '1 X 41 R=1 92.00' 27 .� / ` = 28 1s� I Al V to 5 Cb= 68 W IO'BL I Ch= 60.431, I i 4 3 / �� 9 10 � CcCA i 43 t 01/f{j.� J IS23' '56"W .6 f 44L=68028 f �IR=15.00' 13 ! I I L =1 "7.81 45 8 12 Cb=S57 05'10"W E-1 I 7 Ch=16. 8 14, 6 ` i to 46 ARBO VI AGE AT P OVIDENC HASE 6B 5 DOC. N 20 361 m 4 P D.C.T. 15 ( 47 j I I 3 �{ 48 2 I 49 CURVE TABLE !- s STATE OF TEXAS § COUNTY OF DENTON § WHEREAS, HMH LIFESTYLES, L.P., AND THE TOWN OF PROVIDENCE VILLAGE, ARE THE OWNERS OF THAT CERTAIN TRACT OF LAND SITUATED IN THE JAMES BRIDGES, JR. SURVEY, ABSTRACT NO. 36, IN DENTON COUNTY, TEXAS, ACCORDING TO DEED TO HMH LIFESTYLES, L.P. RECORDED IN DOCUMENT NO. 2015-123286, OF THE REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS (RPRDCT), AND RIGHT—OF—WAY DEDICATION BY FINAL PLAT OF HARBOR VILLAGE AT PROVIDENCE PHASE 6B, AN ADDITION TO DENTON COUNTY, TEXAS RECORDED IN DOCUMENT NUMBER 2014-361, PLAT RECORDS OF DENTON COUNTY, TEXAS (PRDCT), AND BEING ALL OF LOTS 29, 30, 31, AND 32, BLOCK H, AND A PORTION OF THE RIGHT—OF—WAY OF MYERS COURT, ALL ACCORDING TO SAID FINAL PLAT OF HARBOR VILLAGE AT PROVIDENCE PHASE 6B, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 5/8—INCH IRON ROD WITH CAP MARKED "PETITT--RPLS 4087" FOUND AT THE MOST NORTHEASTERLY CORNER OF SEASIDE VILLAGE AT PROVIDENCE PHASE 6A, AN ADDITION TO DENTON COUNTY, TEXAS, ACCORDING TO AMENDED PLAT RECORDED IN DOCUMENT NUMBER 2013-252. PRDCT, SAID IRON ROD ALSO BEING THE MOST NORTHWESTERLY CORNER OF SAID HARBOR VILLAGE AT PROVIDENCE PHASE 65; THENCE NORTH 89 DEGREES 18 MINUTES 06 SECONDS EAST, WITH THE NORM LINE OF SAID HARBOR VILLAGE AT PROVIDENCE PHASE 6B, A DISTANCE OF 91.12 FEET TO A 5/8—INCH IRON ROD WITH CAP MARKED "PETITT—RPLS 4087" FOUND AT THE BASE OF A WOOD CORNER FENCE POST FOR CORNER, SAID IRON ROD ALSO BEING LOCATED ON THE WEST LINE OF THAT CERTAIN TRACT OF LAND DESCRIBED AS TRACT 3 IN DEED TO RUTH E. CARTER AND EDITH G. SIMS RECORDED IN VOLUME 1365, PAGE 635, RPRDCT; THENCE SOUTH 02 DEGREES 06 MINUTES 04 SECONDS WEST, WITH SAID WEST LINE OF TRACT 3, AND AN EASTERLY LINE OF HARBOR VILLAGE AT PROVIDENCE PHASE 6B. A DISTANCE OF 38.21 FEET TO A 5/8—INCH IRON ROD WITH CAP MARKED "PETITT—RPLS 4087" FOUND FOR CORNER; THENCE SOUTH 88 DEGREES 53 MINUTES 36 SECONDS EAST, WITH A SOUTHERLY LINE OF TRACT 3, AND A NORTHERLY LINE OF HARBOR VILLAGE AT PROVIDENCE PHASE 6B, A DISTANCE OF 68.66 FEET TO A 5/8—INCH IRON ROD WITH CAP MARKED "PETITT—RPLS 4087" FOUND FOR CORNER AT THE NORTHEAST CORNER OF SAID LOT 32, BLOCK H AND THE NORTHWEST CORNER OF LOT 33, BLOCK H, OF HARBOR VILLAGE AT PROVIDENCE PHASE 6B; THENCE SOUTH 01 DEGREE 06 MINUTES 24 SECONDS WEST, WITH SAID COMMON LINE OF LOTS 32 AND 33, AND ACROSS SAID MYERS COURT (CALLED 50 FOOT R.O.W.), A DISTANCE OF 170.00 FEET TO A 5/8—INCH IRON ROD WITH CAP MARKED "PETITT—RPLS 4087" SET FOR CORNER IN THE SOUTH RIGHT—OF—WAY OF MYERS COURT; THENCE NORTH 88 DEGREES 53 MINUTES 36 SECONDS WEST, WITH SAID SOUTH RIGHT—OF—WAY LINE OF MYERS COURT, A DISTANCE OF 39.25 FEET TO A 5/8—INCH IRON ROD WITH CAP MARKED "PETITT--RPLS 44087" FOUND FOR CORNER, SAID IRON ROD BEING THE BEGINNING OF A TANGENT CURVE TO THE LEFTY THENCE SOUTHWESTERLY, WITH THE SOUTHEAST RIGHT—OF—WAY LINE OF MYERS COURT, AND WITH SAID CURVE HAVING A CHORD THAT BEARS SOUTH 57 DEGREES 05 MINUTES 10 SECONDS WEST FOR 16.78 FEET, A CENTRAL ANGLE OF 68 DEGREES 02 MINUTES 28 SECONDS, AND A RADIUS OF 15.00 FEET, FOR AN ARC DISTANCE OF 17.81 FEET TO THE END OF SAID CURVE, A 5/8—INCH IRON ROD WITH CAP MARKED "PET1TT—RPLS 4087" FOUND FOR CORNER; THENCE SOUTH 23 DEGREES 03 MINUTES 56 SECONDS WEST, CONTINUING WITH SAID SOUTHEAST RIGHT—OF—WAY LINE OF MYERS COURT, A DISTANCE OF 63.68 FEET TO A 5/8—INCH IRON ROD WITH CAP MARKED "PETITT—RPLS 4087" FOUND FOR CORNER AT THE INTERSECTION OF THE SOUTHEAST RIGHT—OF—WAY LINE OF MYERS COURT, AND THE NORTHERLY RIGHT—OF—WAY LINE OF CRANSTON COURT (VARIABLE WIDTH R.O.W. AT THIS POINT), SAID IRON ROD ALSO BEING THE BEGINNING OF A NON —TANGENT CURVE TO THE LEFT; THENCE NORTHWESTERLY, WITH SAID NORTHERLY RIGHT—OF—WAY LINE OF CRANSTON COURT, DEDICATED BY SAID HARBOR VILLAGE AT PROVIDENCE 6B FINAL PLAT, AND WITH SAID CURVE HAVING A CHORD THAT BEARS NORTH 68 DEGREES 48 MINUTES 18 SECONDS WEST FOR 160.43 FEET, A CENTRAL ANGLE OF 05 DEGREES 26 MINUTES 04 SECONDS, AND A RADIUS OF 1692.00 FEET, FOR AN ARC DISTANCE OF 160.49 FEET TO THE END OF SAID CURVE, A 5/8—INCH IRON WITH CAP MARKED "PETITT—RPLS 4087" FOUND FOR CORNER, SAID IRON ROD BEING THE SOUTHWEST CORNER OF SAID LOT 29, BLOCK H, AND THE SOUTHEAST CORNER OF LOT 28, BLOCK A, OF SAID SEASIDE VILLAGE AT PROVIDENCE PHASE 6A; THENCE NORTH 18 DEGREES 30 MINUTES 54 SECONDS EAST, WITH A WEST LINE OF SAID HARBOR VILLAGE AT PROVIDENCE PHASE 6B, AND AN EAST LINE OF SAID SEASIDE VILLAGE AT PROVIDENCE PHASE 6A, A DISTANCE OF 229.18 FEET TO THE POINT OF BEGINNING OF HEREIN DESCRIBED TRACT, AND CONTAINING A CALCULATED AREA OF 1.007 ACRES OF LAND. 5/8" CIRF 0 BASE OF WOOD CORNER POST FND. .12' S02`06'04"W i \27,89' 2�.45`38,l2XR NOTE: VARIABLE —WIDTH DRAINAGE EASEMENT (DOC. NO. 2014-361 PRDCT) TO BE ABANDONED BY THIS PLAT 5/8"CIRF S72' 0'24"W 12.96� 30R 2 32R 1 12'BL \`. { -VUE T_ 72 �c 5'UE c�v �v 29R~``��11 N w LOT Uj LOT 10 x10' (n SIDEWALK & yid) ESMT, f a l 1V STREET 10, 10'x10'�l SIDEWALK & ( sYP. ESMz LOT LOT 10'x10' SIDUALK & VISIBILITY ESMT. AT STREET INTERSECTION (TYP.) N.T.S. NOTE: PORTION OF RIGHT—OF—WAY (HATCHED AREA N 365 SO. FT.), 5' UTILITY EASEMENT, AND 12' BUILDING LINE (DOC. NO. 2014-361 PRDCT) LOCATED ON LOT 32R, BLOCK H, ARE TO BE ABANDONED BY U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT S.S. SANITARY SEWER EASEMENT BL BUILDING SETBACK LINE 5/8-CIRF 5/8—INCH IRON ROD W/CAP MARKED "PETITT—RPLS 4087" FOUND 5/8"CIRS 5/8—INCH IRON ROD W/CAP MARKED "PETITI RPLS 4087" SET 1/2"IRF 1/2—INCH IRON ROD FOUND „X„ "X" CUT FOUND IN CONCRETE R.O.W. RIGHT—OF—WAY P.O.G. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING 65'R 65—FOOT RADIUS D DESIGNATES SUBDIVISION BLOCK R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS VOL. VOLUME PG. PAGE F-- ck' O 71 �0 100 0 50 100 200 1 inch = 100 feet i SITE n N p tt) ry d t; FISHTRAP c�v ROAD 0 U- c�a U.S. HWY 380 VICINITY MAP N.T.S. AND BUILDING DETAIL "A" L NIE ARETTO BETRELOCATED AS SHOWN.EASEMENT SCALE 1" : 50, NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: NOTES: THAT, HMH LIFESTYLES, L.P., AND THE TOWN OF PROVIDENCE VILLAGE, ACTING HEREIN BY AND THROUGH THEIR DULY AUTHORIZED 1. WATER SERVICE TO BE PROVIDED BY THE TOWN OF PROVIDENCE VILLAGE. OFFICERS, DO HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS LOTS 29R, 30R, 32R, AND 2XR, BLOCK H. HARBOR VILLAGE AT PROVIDENCE PHASE BB, AN ADDITION TO THE TOWN OF PROVIDENCE VILLAGE, TEXAS, AND DO HEREBY 2. UTILITY PROVIDERS: DEDICATE TO THE TOWN OF PROVIDENCE VILLAGE (THE TOWN), IN FEE SIMPLE, THE STREETS AND PUBLIC USE AREAS SHOWN HEREON, AND DO HEREBY DEDICATE THE EASEMENTS SHOWN HEREON FOR THE PURPOSES INDICATED TO THE EXCLUSIVE USE FOREVER OF THE (1) ELECTRIC SERVICE: COSERV TOWN, SAID DEDICATIONS BEING FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT AS SHOWN HEREIN. NO BUILDINGS, 7701 SOUTH STEMMONS FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS ON CORINTH, TEXAS 75065 SAID PLAT. AT THE DISCRETION OF THE TOWN AND SUBJECT TO IT'S WRITTEN APPROVAL, UTILITY EASEMENTS MAY ALSO BE USED FOR PHONE: 1-800-274-4014 THE MUTUAL USE AND ACCOMMODA11ON OF ALL PUBLIC UTILITIES DESIRING TO USE THE SAME UNLESS THE EASEMENT LIMITS THE USE TO A PARTICULAR UTILITY OR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO THE TOWN USE THEREOF. ANY PUBLIC (2) TELEPHONE SERVICE: AT&T UTILITY GIVEN THE RIGHT BY THE TOWN TO USE SAID EASEMENTS SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR 2301 RIDGEVIEW DRIVE PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR PLANO, TEXAS 75025 INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENTS. ANY PHONE: (972) 569-3084 PUBLIC UTILITY SHALL AT ALL TIMES HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR 3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME PROCURING THE PERMISSION OF ANYONE. I DO HEREBY BIND MYSELF, MY SUCCESSORS AND ASSIGNS TO .FOREVER WARRANT AND DEFEND ALL AND SINGULAR THE ABOVE DESCRIBED STREETS, 4. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT IS THE RESPONSIBILITY OF THE TOWN OF PROVIDENCE EASEMENTS AND RIGHTS UNTO THE TOWN AGAINST EVERY PERSON WHOMSOEVER COMES LAWFULLY CLAIMING OR TO CLAIM THE SAME VILLAGE. OR ANY PART THEREOF. THIS PROPERTY IS LOCATED WITHIN THE CORPORATE LIMITS OF THE TOWN OF PROVIDENCE VILLAGE. THIS PLAT APPROVED SUBJECT TO ALL THE PLATTING ORDINANCES, RULES AND REGULATIONS OF DENTON COUNTY. 5. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATIONS, PLANTINGS, AND OTHER OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY. WITNESS MY HAND THIS I. DAY OF +� _ ®; 2016, 6. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN `SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED. HMH LIFESTYLES, L.P. 7. TOWN OF PROVIDENCE VILLAGE WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY OCCASIONED BY FLOODING OR FLOODING CONDITIONS. BY: • BNMJR, INC. ITS- GENERAL P„Al2TNER B. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS. BRUCE FRENCH, VICE PRESIDENT 9. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM TOWN OF PROVIDENCE VILLAGE SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM„ FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, STATE OF TEXAS § THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT, AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FEET COUNTY OF DALLAS § ABOVE THE 100—YEAR FLOOD ELEVATION. BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY 10. ALL UTILITIES AND DRAINAGE STRUCTURES ARE LOCATED IN THE RIGHT—OF—WAY EXCEPT AS SHOWN. APPEARED BRUCE FRENCH, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE FOREGOING 12. ALL UTILITY EASEMENTS AND RIGHTS —OF —WAY SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE USE OF THE TOWN OF PROVIDENCE VILLAGE INSTRUMENT AND ACKNOWLEDGED T4 ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED UNLESS OTHERWISE NOTED. AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS DAY OF 2016. 13. THE SUBJECT PROPERTY LIES WITHIN ZONE X (UN -SHADED AREA), DEFINED AS "AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN , ACCORDING TO � ' FEDERAL EMERGENCY MANAGEMENT AREA FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS — MAP NUMBER 48121C0405G, REVISION Adam DATE APRIL 18, 2011. VA,�y NOTARY PUBLICAN AND FO THE STATE OF TEXAS. 14. ALL EXTERIOR BOUNDARY CORNERS ARE 5/8—INCH IRON RODS WITH CAP MARKED "PETITT--RPLS 4087" FOUND, UNLESS OTHERWISE NOTED. WHEN A RETAINING WALL OR FENCING HAVE BEEN PLACED AT THE REAR LOT CORNER, A CAPPED 5/8—INCH IRON ROD MAY BE SET FIVE FEET (5") FROM THE REAR LOT CORNER ALONG THE SIDE LOT MY COMMISSION EXPIRES: %g "It` 11 LINE. SANDY TRENTON Notary Public, state of texas 15. LOT NUMBERS ENDING WITH AN "X" ARE NON—RESIDENTIAL LOTS. MAINTENANCE OF 'X" LOTS SHALL NOT BE THE RESPONSIBILITY OF THE TOWN OF PROVIDENCE VILLAGE. s 4s My Commission Expires October 31, 2019 16. THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE MONUMENTED MOST NORTHERLY LINE OF SEASIDE VILLAGE AT PROVIDENCE PHASE 6A, RECORDED IN DOCUMENT NO. 2013-252, PLAT RECORDS OF DENTON COUNTY, TEXAS (N 89'18'06"E). X 4,t jtp 17. TOWN OF PROVIDENCE VILLAGE SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSABLE FOR THE MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND HOLD HARMLESS TOWN OF PROVIDENCE VILLAGE FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS PARAGRAPH. SURVEYORS CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: THAT 1, JIMMIE D. NICHOLS, A REGISTERED PROFESSIONAL LAND SURVEYOR, AFFIRM THAT THIS PLAT WAS PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND OF THE LAND DESCRIBED HEREON, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE "TOWN OF PROVIDENCE VILLAGE AND DENTON COUNTY SUBDIVISION RULES AND REGULATIONS." JIMMIE D. NICHOLS � REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 J11I4 MIE D N U L3 STATE OF TEXAS COUNTY OF DALLAS § 8 BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED JIMMIE D. NICHOLS, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS - DAY OF 2016. NOTARY UBLIC IN A FOR THE STATE OF TEXAS. JESSIGA LEE Notary Public. State of texas MY COMMISSION EXPIRES: I 1�" - C'S • tl Comm, Expires 12.05.2019 Notary ID 124763924 jit r a , r r a , ELECTRIC & GAS COMPANY: COSERV DATE TEL P ON C PAN I AT&T DATE E), /\j " LAJ - C--) 1 (LS m wato BY: MAYOR, iV Z�� THE PURPOSE OF AMENDED " ' i RENAME THE PORTION OF MYERS COURT ALONG THE SOUTH LINE A OF • AND : BLOCK H TO DEWITT LANE (THE REPLAT IS CURRENTLY RECORDED IN DOCUMENT NO. 2015-443, PLATRECORDS OF DENTON i OWNER: HMH LIFESTYLES, L.P. 9001 AIRPORT FREEWAY SUITE 400 N. RICHLAND HILLS, TX 76180 CONTACT: BRUCE FRENCH PHONE: 817-849-5222 PROVIDENCE VILLAGE ON # ' 2015, VOTED AFFIRMATIVELY r y TO CE VILLAGE, TEXAS TOWN SECRETARY, TOWN OF PROVIDENCE VILLAGE, TEXAS AMENDED REPLAT LOTS R, 30R, 32R, & 2XR, BLOCK H HARBOR Y MLAGE AT PROVIDENCE PHASE 1.007 ACRES 3 RESIDENTIAL LOTS 1 NON --RESIDENTIAL LOT SITUATED IN THE JAMES BRIDGES, JR. SURVEY, ABSTRACT NO. 36 TOWN OF PROVIDENCE VILLAGE DENTON COUNTY, TEXAS Filed' ?o Reccrd PE .:l ITT BAR Z T _.. ..:... �„Fa'�i•;.�.ire+%i[i[Fr ENGINEERING PLANNING SURVEYING TBPE FIRM REGISTRATION NO. 1488 Db; TBPLS FIRM REGISTRATION NO. 101068 H � Mid `�ecor-d 1j i?i �i1 .P e.s t11-1'5.�3—.—..ME Tel. No. 214 221-9955 =} 1651 Glenv""Ilse Drive, Suite 208 ( ) c=A ,?. ,e s 2016- 53 Richardson, Texas 75081 Fax No. (214) 340-3550 v ,. Pages -- DATE: FEBRUARY 2016 SCALE: 1 "=100' JNICHOLSOPETITTBARRAZA.COM JOB NO. 02042-06B ReCaik Number 1.387121 E m