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SL4180A25' LANDSCAPE BUFFER 26' FIRE LANE ESMT DOC. N0. 2019-18 I DOC. NO. 2019-18 TEMPORARY CONSTRUCTION - - - O.R.D.C.T. EASEMENT DOC. NO, 2008-63598 O.R D.C.T. 30' PIPELINE ESMT � RES FLOWER MOUND ADDITION I I "� BEING RELEASED BY 15' WATERLINE ESMT DOC. NO. 2008-63598 1 DOC. NO. 2019-5241 DOC. NO, 2019-18 DOC. NO. 2019-18 D.R.D.C.T. \ \ O.R.D.C.T. I- -t O.R.D.C.T. 0.R.D.C.T. r -1 TEMPORARY CONSTRUCTION 1----- _ \\- - - - - - - - - - - - - - - - - - - - - - - - - - - +-I---------------- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -------®----+--+-- 1 EASEMENT NO. 1 DOCUMENT NO. 2008-63598 1 \ 1 1 I I I I I I 1 D R D C T L I I I I ----- GftAPIC SCAI:I Ir VICINITY MAP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I---------- -----------J---------------------��-----------------------------------IL--------- ------ ---J - (IN FEET) (n ��-I 1 -I 30.00' I-- N89'41'00"E 1590.76' 1 inch = 60 ft. � <`�p3, I 505.47' po 207.26' LOT 1 X BLOCK A 443.45' O I DRAINAGE EASEMENT & POND MAINTENANCE NOTES: ; " I 1 20.00 • ( L VARIABLE I N89'41'00"E 454.68' M - - - - - - - - - - - f�--93.75'=; N89'41'00"E 489.25' O _ - - - - - Q SITE C0 WIDTH UE79� 151.50' 151.50' - - --151.68'- - - -fi - - - - 257.75' 231.50' o i. UPKEEP AND MAINTENANCE OF THE PRIVATE DRAINAGE LOCATION o Q 1 o l EASEMENT IS THE RESPONSIBILITY OF THE PROPERTY VARIABLE WIDTH ( O I I I 110' DWME i� ( OWNER.2. UEEP AND MAINTENANCE SHALL INCLUDE BUT NOT z z 10 DWMEDRAINAGE EASEMENT `- ( BE UNITED TO THE FOLLOWING ITEMS:o------------ o------------ ----------- ----------------------f o-------------------- w� ------ A) GRASS AND GROUND COVER SHALL BE KEPT TO xTEMPORARY CONSTRUCTION L'14'47"W to I HEIGHT REQUIRED BY THE TOWN ORDINANCE.EASEMENT N0. 2 r_ I O 00 I (RECITED IN DEED AS 50' WIDTH) 1 rn - I 142.85 O � 23 b p I B) THE DETENTION FACILITY SHALL BE KEPT FREE OF ti DOC IN NO. 2008-63598 1 10' DE w O DEBRIS AND UTTER, WITH PARTICULAR ATTENTION <`I w A 2 w 3 l p o 1 0 24 v f I I GIVEN TO KEEPING THE OUTLET STRUCTURE CLEAR ,nr, CU 1 I tV . � v 'n O AT ALL TIMES. z < D.R.D.c.T. M I w I oo Oo 15' l 04 i 55 `'�� "O_ A l C) ACCUMULATED SEDIMENT SHALL BE REMOVED FROM c� I S' I I W THE FACILITY AS REQUIRED TO ENSURE THAT THERE /r a0 10'x10'UE O O ' M i 24.91'I =- 17' PDUE b ( 0) 1 p Se O 3Q' SB N I 1 C'V I � I � � � I W NO REDUCTIOV IN FUNCTION OR DETENTION � , N 1 \ �6 I 10 DWME 1, ' 1 15' WE W D) ALL ELECTRICAL AND MECHANICAL SYSTEMS WICHITA TRL w > " A ASSOCIATED WITH THE RETENTION FUNCTION OF THIS ?� I ------ ------ ------ --- �,.T1a I = 00 I- S89.41 00 W 180.00----,, 2 SS U_ I I 10' UE 121.96' 151.50' 75.08' '�A p t- 1 Tj i C'39• \ W FACILITY SHALL BE KEPT IN WORKING ORDER AT ALL NORTH A 3. NO DUMPING OF ANY TYPE IS PERMITTED WITHIN THE $ I / G�>. I� _ o�_BA UL VA _ - ��s ; I N ? \,�.� ss9.41'oo"w_151.04' _ ) Iw p I N89'41'00'E 321.86' O �, \ I LOT 3X BLOCK A O M (jam ^ EASEMENT AREA. N o a 50' / 122_77' - 124_09' - Ag ~ 1 o a 22 b (�� 1 NOTES: NOT ATO SCALE 0 U041 It Z I TS M' 1\ �"� l 25 3 20' DE 1. BASIS 20BEARINGS DERIVED FROM THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD83, TEXAS NOR CENTRAL Ui 2: O o U a j1 1 30' SB I 17' PDUE O I z I 10' DWME 1 B•44' l 04 a / r" co 2. LOT CORNERS SHALL BE MONUMENTED WITH A 1 2' IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "AG PROP V> w N 0 i_ j 1 1 w b I \ h h / U / O / /o in CORNER' OR AN "X' CUT IN CONCRETE UNLESS OTHERWISE NOTED. z U 0 -- ci rn 1 o O I V / 041 I 10'x10'UE GIN ' O w z o �c+ 3 I m a r \ / � 17.15',, N I 3. "X" CUTS SET IN CONCRETE STREET PAVING AT ALL INTERSECTIONS AND POINTS OF CURVATURE, UNLESS OTHERWISE V1 V) C1 ^ G I a I� r CD I r 00 • r " , _ of v O n X 1 ,21 rn C� � I � , �156_41 � i � c0 I S89 41 00 W 203.96 / / � 30' REAR S.B. NOTED. O O z I I ;t II� w 1 5 - / \ 1 / / " • 30' DE 4. LOTS 2X, 4X, & 6X BLOCK A AND LOT 5X BLOCK B ARE OPEN SPACE LOTS FOR PUBLIC TRAIL ACCESS AND w O Q O - z 6 O 10 UE / f S89 41 00 W 237.50 LANDSCAPE PURPOSES. THEY SHALL BE DEDICATED BY THIS PLAT AS A DRAINAGE AND PUBLIC ACCESS EASEMENT, J II z v cci 32.26 30' SB \ / / 10'x10'UE I SHALL BE MAINTAINED BY THE HOA, AND SHALL BE DEDICATED IN FEE SIMPLE TO THE HOA. THE PERPETUAL w p c) O v O \ ' rO I in 20' HOA Co m MAINTENANCE OF THE 8 FOOT TOWN TRAIL (INCLUDING ANY BRIDGES) MALL BE THE RESPONSIBILITY OF THE'HOA. = c� p p C (I 0 1 N \ O I W �p 1/ 1 I AI TENESMNCE vi Vi w w 5. AREA TO BE DEDICATED TO PUBLIC AS STREET RIGHT-OF-WAY IS 223 547 SF. I Z 11 I V) I ,\ N 21 I tO I o I LOT o LOT o LOT ' L4 O o i; 1 J o 4 10' DWME \jam I 26 O o I 1 V) 6. THE ISSUANCE OF PERMITS AND CERTIFICATES OF OCCUPANCY FOR DEVELOPMENT OF THE PROPERTY SHO ON THE I 00 1 0 ( I I I "p ) in CONCEPT PLAN IS SUBJECT TO COMPLIANCE WITH AN APPROVED ENVIRONMENTAL PROTECTION PLAN. r� p I O I I. r �' I I ic) I O I 30' 7. THE DEVELOPMENT IS SUBJECT TO THE ACQUISITION OF ANY AND ALL APPROPRIATE PERMITS FROM E UNITED - j 1(- l 1 141.18 I 130.69 Z \ Zv+�. I r�%j I ^ I I N ( 1 _ FRONT S.B. _ STATES ARMY CORPS OF ENGINEERS ("CORPS") PRIOR TO THE APPROVAL OF A RECORD PLAT FOR THE FIRST PHASE T13 11 S89'41'00"W 151,87' 120.00' \ ��, " I DEVELOPMENT. FURTHERMORE, NO PERMITS SHALL BE ISSUED FOR ANY CONSTRUCTION RELATED ACTIVITY THIN ANY 30' EMERGENCY _ -11- I I \ S S89.41 00 W 186.50 I I JURISDICTIONAL WATERS, AS IDENTIFIED WITHIN THE ENVIRONMENTAL PROTECTION PLAN, UNTIL A PERMIT FROM THE ACCESS ESMT I I 'I ( 223.88' \ �, Z I I 26' 1 w I I T100' (MIN.) CORPS HAS BEEN APPROVED. I I Row I S89'41'00"W 249.25' o 11 1 I m 8. PURSUANT TO THE ORDINANCE NO. 36-92 OF THE TOWN OF FLOWER MOUND, TEXAS A MANDATORY HOE OWNER'S cl�0 o S89'41'00"W 171.21' 52.67' \ ( I I ( r I STREET ASSOCIATION SHALL BE ESTABLISHED AND CREATED TO ASSUME AND BE RESPONSIBLE FOR THE CONTI UOUS AND w 30' PIPELINE ESMT II '1 p I o \ CPS ( 1 O I PERPETUAL OPERATION MAINTENANCE AND/OR SUPERVISION OF DRAINAGE EASEMENTS, LANDSCAPING S TEMS OR w I DOC, N0. 2008-63598 w I 11 N 1 r I 00 \ �p COY O I I 1 N 1 THEIR PHYSICAL FACILITIES OF GROUND HELD IN COMMON AND NECESSARY IF DESIRABLE FOR THE WELF E OF THE W o D.R.D.C.T. 11 �I 1 ,�. q 20 I TYPICAL RESIDENTIAL LOT DETAIL i� \ � w p - p O AREA OF SUBDIVISION OR THAT ARE OF COMMON USE OR BENEFIT. SAID MANDATORY HOME OWNER'S SSOCIATION N 1 a -•t 1 T o I ►7 O I m 27 O ( I NOT TO SCALE SHALL BE RESPONSIBLE FOR THE CONTINUOUS AND PARTIAL OPERATION, MAINTENANCE AND/OR SUPERVISI N OF THE C o q i 7 I w j� a I 1 0 1 I Q I LANDSCAPE SYSTEMS, FEATURES OR ELEMENTS LOCATED IN PARKWAY COMMON AREA, BETWEEN SCREENINGWALLS OR e z 11 1 11 3 1 $ = A c,+ I r cV 1 N LIVING SCREENS AND ADJACENT CURBS OR STREET PAVEMENT EDGES ADJACENT TO DRAINAGE WAYS 0 DRAINAGE z i> t = O O N i� t� o I , a � 0 o , 1\ I p 1 v p F., 3 `� ( STRUCTURES, OR AT SUBDIVISION ENTRYWAY. o W 0� b N ` p rn ci 9I( ( I 1 o � o ° 11 , °' I 0 +� \ 1 I $ ( 35' DE 9. ALL X-LOTS ARE UNBUILDABLE, EXCEPT LOT 1X, BLOCK A SHALL CONTAIN AN EMERGENCY ACCESS DRIVE. No yy�➢ 0.w 11 O I V) \ Ir 0 ^ �� ,, , -Z I O \ S89'41'00"W 160.21' 1 Z \ 10 TANY UBULAR FENCE CONSTRUCTED ADJACENT AND/OR PARALLEL TO OPEN SPACE SHALL CONSIST OF WROUGH IRON OR 0 a o o ,� \ 10'x10'UE I 30' SB - - - - 17' PDUE W 10' DWME �"•� 1 I I S89.41'00"W 249.25' \ '/ g`L' \ \\ o o �� \ ` _2_5.80' I - - 15.98' 1 O I I 10' DWME I I I I �6, \/ \ 1a9 O 11. RETAINING WALL MATERIALS SHALL CONSIST OF MATERIALS SIMILAR IN NATURE TO SCREENING WALLS. `\ I - I D �� 101 12. STORM SEWER GRATE ODIFIED DROP INLETS SHALL BE CONSIDERED PRIVATE AND THE HOA SHALL BE R SPONSIBLE \ \ o--62.8T 120.00' 105.00' ` I I I a I o>. rn 4 6' \ ce 0 / FOR THE PERPETUAL MAINTENANCE OF THESE STRUCTURES. \ \ p 6 ) 17' PDUE pp I I S WALSI N GH AM \ �� Z \` \ C4_ _T- -o rn S U ET _ ss,\ Un U) 1 M 1 1 ( 28 13. UPON APPROVAL & FILING OF THIS RECORD PLAT, OPEN SPACE LOT 1 BLOCK C SHALL BE DEDICATED T THE TOWN DRIVE Z \ N89'41 00 E 250.80 _ Cl 19 O � O ap o ( r- I � • OF FLOWER MOUND AS TOWN PARK LAND BY SPECIAL WARRANTY DEED. \ \ 46.49' 139.37' 36.43' L-1 \I I`- • � "' I I 1°j o� CO N84 2825 - - - - - - - - - - 10 LIE\\ `\ 30' SB �` U - 138.74' W_ - w CJ I 10'x10'UE I " � I I 10'x10'UE / 0,/ I \\ \\ \ 17 PDUE \\ SS rod / o -ap, 3 ( I ( 01'18"W 250.13 / o c° S82' / Oi / �o�� o 0 o S89'41'00"W 161.85 1 w w ' \ \ \ \ cV ` tfi V) 0) I 1 \ , 17' PDUE U 0 20'x20' UE \ \\ \ ro ` .� n o �WN� \\ �p� \ \ \ c'a I z I , \ \ LOT 4X Q � w o \ \\ \ 10'x1Q'UE 1 I \ os\ a \ BLOCK A < < z f \ ( o \ 3 o LI' 29 ym / �W o \ \ ss a o 18 \ \ cs \ w \ , " m \ \ \ �� 13 12 O 11 / iv o \ cT = \ �. X o A=56 0019 Q \ s. \ ° 0) x I 10'UE "' M_ \ \ oi0. \ �h W m W o T=534.43� \\ ?`�°\\ ��� Z 1/ I \ \ 9.12' 31.933%� 4 �� °c�`, R=1005.00 \ �, \\ I 13 I \ \/ o o \ L=982.36' \\ � \ � � \ � 55.52' '� °� / " \ \ \ \ �� w 1 o I \ \ 28.48' , >.��� � // / � ° O RESIDENTIAL LOT ZONING CRITERIA MINIMUM LOT AREA 21,780 SF MINIMUM LOT WIDTH 100' MINIMUM FRONT YARD SB 25' MINIMUM REAR YARD SB 30' MINIMUM SIDE YARD SB 15' MAXIMUM LOT COVERAGE 35% MINIMUM FLOOR AREA 2100 SF MAXIMUM BUILDING HEIGHT 3 STORIES OR 35' ChB=N29 48 08 W \ \ 1 " - » 4' 7 \ � o TOWNLAKE PHASE TWO \ o S89'41 00 W / S89'41 00 W 213.95 3.3 `i'9 �°. / \_ DOC. N0. 2019-308 ChD=943.72 \ \\ \ °�� " - Pq 47.47' / , 1 \ 6' 'o O.R.D.C.T. \ \ \\ 17 E N77• I \ N83'09 56 1g>• / p \ ., ;r ss� X s' = // BENCHMARKS: 135.52 93•,3o, W' N 1 \ �� `�\ i� / TOFM #17 : 2" DIAMETER DOMED ALUM CAP STAMPED \ °� \ \oo, \ �o;� / 1 10' DWME \ \ C23 ,0 ,��'� / "TOWN OF FLOWER MOUND" SET IN CURB INLET AT NW LEGEND \ 2 A \ f - -I w 17 J�, `\ N �' "6�O' i/ / CRNR OF STANFORD AND EMORY DRIVE. NO. = NUMBER N I Qo / /�/ �/ SF =SQUARE FEET � \ � � �' 1� / ELEV=643.11 HOA HOMEOWNER'S ASSOCIATION \ o ��5� \\ \\ \ 14 O // 15' DE 1 M / h� "� ,�`Lj / / # 1 0• 'Sj TOFM 28 2" DIAMETER DOMED ALUM CAP STAMPED \ �s \ \ �o ► z 1� "TOWN OF FLOWER MOUND" SET NEAR THE CENTER OF EX. = EXISTING \ / 1 20.38 i EX. 10' UE \ \ \ O' TOFM =TOWN OF FLOWER MOUND � \ �� \ �,� / 1 10'x1 o'uE !! THE OAK CREST DRIVE CUL-DE-SAC. DOC. NO. = DOCUMENT NUMBER \ \ �° \ �y> // O 1 w S89'41'00"W 229.46' / `��V i ELEVATION = 641.88 ESMT =EASEMENT \ \ \ VE = VISIBLITY EASEMENT \\\\\ \ �9, \\ ,q`1�ryo / 10 DWME wO„'� D.R.D.C.T. = DEED RECORDS, DENTON COUNTY, TEXAS 10'x10'UE rn O.R.D.C.T. = OFFICIAL RECORDS, DENTON COUNTY, TEXAS 10UE I N 1 A 16 ^° / ^� ti / / 43' DE -'F y� PAE = PUBLIC ACCESS EASEMENT \\ �0 \\ 15 I FADUE = FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT \ \ �� // I 0) 0 1 MAUE = MUTUAL ACCESS, WATER, SEWER &DRAINAGE EASEMENT \ �� \� 18.75' ` P WE = WATER EASEMENT \ Off, - � \\ ti 1 Y DWME = DRAINAGE & WALL MAINTENANCE EASEMENT \ ./, T�, 0 \ �� 1 srd,• 17' PDUE I 1 17' PDUE LOT AND BLOCK SUMMARY LARGEST 59,935 SF .38 AC SMALLEST 21,971 SF .50 AC AVERAGE 30,567 SF .70 AC TOTAL LOTS (INCLUDING X LOTS) 64 LOIS TOTAL BUILDABLE LOTS (EXCLUDING X LOTS) 56 RESIDENTIAL LOTS FEMA MAPPED FLOODPLAIN 0 SF 89.925 ACRES 56 RESIDENTIAL LOTS, 8 OPEN SPACE LOTS RECORD PLAT TOWNLAKE PHASE FOUR ZONING ORDINANCE NO. 32-18 AN ADDITION TO THE TOWN OF FLOWER MOUND J. MALONE SURVEY - ABSTRACT NO. 857 M.E.P. & P.R.R. SURVEY - ABSTRACT NO. 935 DENTON COUNTY, TEXAS OCTOBER 2020 SCALE:1 "=60' OWNER TOLL DALLAS TX LLC 2555 S.W. GRAPEVINE PARKWAY, SUITE 100 \ o o G 1 ems, / a I (OPEN SPACE LOT 5X BLOCK 817-329-8770 GRAPEVINE, TEXAS 76051 IPF = IRON PIPE FOUND \ O 9 \ �, I I B FOR HOA MAINTENANCE, \ O• Q \ \ \ ` I VARIABLE 82 `s9e 15' 5f3 _ IRF = IRON ROD FOUND \\ �O °gyp .p 5IUE - WIDTH DE _ 6s,- Off, m BL =BUILDING LINE C' _ _ - - _I - - - � 87.19 I ( I LANDSCAPE, PEDESTRIAN SB =SETBACK \ \ T �8� O9�\� \` ��535' 3271> _ 106.54' 11 1 2E MOA ACCESS, &TRAIL PURPOSES) SL4180A G01,S09,C07 PLANNER/ENGINEER �__ _ o AINTENANCE DOWDEY, ANDERSON & ASSOCIATES, INC. SSE =SANITARY SEWER EASEMENT \ `� �� _ - 5225 Village Creek Drive, Suite 200 Plano, Texas 75Q93 972-931- 694 \�' ; _ ��____--,,----"W 26139 �2s - 1 19282 - A0857A J MALONE TR4(PT) 51 0383AC-ALL PDE =PRIVATE DRAINAGE EASEMENT � �� �. �. -"-' h� PQ9 \ \ \ )p� 1 4•$9, 226.41 _ - - - - � STATE REGISTRATION NUMBER: F-399 PDUE = PUBLIC DRAINAGE & UTILITY EASEMENT . �G�� o,. \ - _ _ _ _ _ _ _ _ - - - - 1 w 9' 1I 1 19286 - A0857A J MALONE TR 5 & 6 34.2547AC-ALL PDAUE = PUBLIC DRAINAGE, ACCESS, & UTILITY EASEMENT P� JFF \ to'uE ` ��� - 1 T PDUE DE = DRAINAGE EASEMENT \ ���''/ \ N iLE 3-_-� 19600 A093 MEP & P, TR 9(PT), 4.632AC/ALL / . \ �\ WIDTH VARIABDE I I SURVEYOR UE = UTILITY EASEMENT \ A=56'0O'19'0 �q¢ / N18'51 35 W_ <CM> = CONTROL MONUMENT lie ' ► =DENOTES THE HOUSE FRONTING SIDE T=534.43' �' / /� \ ssss ; \ LOT 1 X BLOCK A \ V R=1005.00' / \ ry O 2311 W GRAPEVINE MILLS CIRCLE _ SUITE 2106 , / V GRAPEVINE, TEXAS 76051 = DENOTES STREET NAME CHANGE L=982.36 S�• ; / o I /, Q�r EX. 15' WE 'J , " 3 , 'V' 89 �/ �� 1?^ _ ChB=S29 48 08 E 0o 0 7 4 39 0 � r 214- 98-6560 O = 1/2 IRON ROD FOUND W/ ORANGE PLASTIC 44- _ _ _ _ �ChD=943.72 �o <�y� / \ /Gp`1 �S I _ www.alliancegeoservices.com www.allioncegeoservices.com CAP STAMPED "G & A" (UNLESS OTHERWISE NOTED) - - - - - - - - - - ' ` �` EX. 10, WEB 4' 00 • = 1 /2" IRON ROD FOUND W/YELLOW PLASTIC CAP \ Q� g.2� O$� TEXAS BOARD OF PROFESSIONAL rj.'\ I ENGINEERS AND LAND SURVEYORS STAMPED DAA„ (UNLESS OTHERWISE NOTED) \ 27 PDUE``; SURVEY FIRM # 10194544 " Filed for Record in the Official Records Of: Denton County On: 10/26/2020 10:49:51 AM In the PLAT Records TOWNLAKE PHASE FOUR Doc Number: 2020-373 Number of Pages: 5 Amount: 250.00 Order#: By: CC 1 OF 5 12 04E-04 / N O 18 J \ \per_ \ /h / %P.A. > S89.34'10"W Cy 9.12 31.93�„�ro'4 / /�\ pi�`� S75•41,Og"W"'°"' 113.00• - -_ -k \ \ \ \ 55.52' j 0 °�° / ,05��W `135.40,— I 28.48' / / ��°� o`a /� ,( cps S79'3062� r S89'41'00"W / •- S89'41'00"W 213.95' ti \ / '� ,I° / / p0 50• 2! - `-- D 47.4T ;v I 3.3 `I`9y gyp, �_ r.izo N83'09'17E N7756.1 I M I \ p� '�i ,�� / / -oil _ _ / / �`�S. / �z x 135.52 93.309"w N I \\'0. "�\�� X // . / zD 10' DWME \ \ C23 rc i/ / M LU N9 , \\\ 14 // 15' DE Z / I ( 20.38 10'x10'UE W ( \ S89'41'00"W 229.46' 10' DWME 10'x10'UE QjmOLCA/ / / �� 10 UE I \ \ / 15 I W I O 16 �� v / „"� �,�� // / '' DE ��� �� ", \ \ co I / w Q', 00 17' PDUE ' 1 17' PDUE \\ \ \ \ I VARIABLE Ci `9- 5'UE WIDTH DE si4s - 15' SB — _.-. S. 3g� - - I 106.54'ssI \ 87.19' G II I 20 HOA CE SUBJECT TO OIL GAS AN \ �\ 32.71 - - w I A1NE MT D C1`� _ — �- — S84- '2 W 261.39' MINERAL LEASE \ \ � � DOC. N0. 2003-188861 194.5 • 226.41 ---- ?S I D.R. D.C.T. oi• `9 ��------- — --- i l U4 w 1 1 17' PDUE Ln \ \ \ \ `- VARIABLE N 1 I I J } 0=56000'19" �0 \ / /N18*51'35"W WIDTH DE T=534.43: / //� \ \ 69.66 ' \ \ \ LOT 1 X BLOCK A R=1005.00 \ \ ry L=982.36' �S�• \ \ \ \ / / U I .ChB=S29.48'08"E Ooco.A ¢8j8 39, � � \ ✓/ O ChD=943.72' do AF, �Y / ~ \ /; %Kt. ' 1 �'7 EX. 10' WE,-, � 00 1 EX. 15 WE \ cT \63 98 .2'R/, \ \ \ \ \ \/\ c�As� p,��O/� U I 27' PDUE 1 \ / \ /401 1 \ \ / � / (b d1 2R / C27 \ ,��, O\ S• / � � � / � Ftir cF T ,� �' ,'• moo. / \ FAH oq � SMT�Nq. 2tiT C5211,90, T10 \ \ TEMPORARY CONSTRUCTION / \ \ \ EASEMENT NO. 2 C43 \ ' (RECITED IN DEED AS 50' WIDTH) DOCUMENT NO. 2008-63598 WNLAKE PHASE TW OC. NO. 2019-308 I O.R.D.C.T. ' I I EX. DRAINAGE EASEMENT \ DOCUMENT NO. 2010-23901 \ D.R.D.C.T EX. COSERV GAS EASEMENT COSERV GAS. LTD. DOC, NO. 2017-97974 O.P.R.D.C.T. `0 I I 1x I 1 Q' / / \\ po os� BOG TOWCOMMKUNIRYSED C TIAL /� / 2�`V / // A \ \ �p �o9p �20 \ \ / / / / / / DOC. NO. PIPELINE ESMT LEGEND DOCUMENT NO. 2016-13114 / �• J / �� \ O / / D.R.D.C.T. NO. = NUMBER i ' D.R.D.C.T. .C7 / F \ \ \ e� ti �T \�\ / SF = SQUARE FEET I / / / \ ��� 10- S9,q 9� HOA = HOMEOWNERS ASSOCIATION �c�AF EX. = EXISTING TOFM = TOWN OF FLOWER MOUND TOWNLAKE PHASE ONE DOC. NO. = DOCUMENT NUMBER / / DOC. NO. 2016-2216 ESMT =EASEMENT � / P.R.D.C.T. D \\ a=46'13'12" � //^\ VE = VISIBLITY EASEMENT D.R.D.C.T. = DEED RECORDS, DENTON COUNTY, TEXAS ' 61 \ O.R.D.C.T. = OFFICIAL RECORDS, DENTON COUNTY, TEXAS X \\ RT 1095.00' gyp" DRAINAGEPART REASEMENT TOWN LAKE RESIDENTIAL s / DOCUMENT NO 2010-23901 PAE -PUBLIC ACCESS EASEMENT ' (OPEN SPACE LOT 5X BLOCK B FOR HOA MAINTENANCE, LANDSCAPE, PEDESTRIAN ACCESS, & TRAIL PURPOSES) 500'R SETBA . AS WELL SUBJECT TO OIL, GAS AND MINERAL LEASE DOC. NO. 2003-188861 D.R.D.C.T. COMMUNITY, INC. \ L=883.33 / D.R.D. C.T. z FADUE = FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT DOCUMENT NO. 2016-13114 J \ ChB=N34"41'41 "W MAUE = MUTUAL ACCESS, WATER, SEWER & DRAINAGE EASEMENT D.R.D.C.T. WE = WATER EASEMENT DWME = DRAINAGE & WALL MAINTENANCE EASEMENT IPF = IRON PIPE FOUND IRF = IRON ROD FOUND BL = BUILDING LINE SB = SETBACK SSE = SANITARY SEWER EASEMENT PDE = PRIVATE DRAINAGE EASEMENT PDUE = PUBLIC DRAINAGE & UTILITY EASEMENT PDAUE = PUBLIC DRAINAGE, ACCESS, & UTILITY EASEMENT DE = DRAINAGE EASEMENT UE = UTILITY EASEMENT <CM> = CONTROL MONUMENT P. = DENOTES THE HOUSE FRONTING SIDE = DENOTES STREET NAME CHANGE o = 1 /2" IRON ROD FOUND W/ ORANGE PLASTIC CAP STAMPED "G & A" (UNLESS OTHERWISE NOTED) • = 1/2" IRON ROD FOUND W/YELLOW PLASTIC CAP STAMPED "DAA" (UNLESS OTHERWISE NOTED) BENCHMARKS: TOFM #17 : 2" DIAMETER DOMED ALUM CAP STAMPED "TOWN OF FLOWER MOUND" SET IN CURB INLET AT NW CRNR OF STANFORD AND EMORY DRIVE. ELEV=643.11 TOFM #28 : 2" DIAMETER DOMED ALUM CAP STAMPED "TOWN OF FLOWER MOUND" SET NEAR THE CENTER OF THE OAK CREST DRIVE CUL-DE-SAC. ELEVATION = 641.88' 10' WE 10' ATT EX. DRAINAGE EASEMENT DOCUMENT NO. 2010-23901 D.R.D.C.T. i� tk p tkO / /- 1a118 _ - •25'29 ss�. Ng8 �3j, MAIINTENOANCE O O 11 ESMT O PO 310.45' 1 1 14- S89'36'31 "W 1273.66' W S0'13'58"E _ 69.16' to LEWISVILLE INDEPENDENT SCHOOL DISTRICT W VOL. 5167 PG. 418 Li.l D.R.D.C.T. (n 17' PDUE 20' HOA MAINTENANCE EASEMENT \\ \ i �U 00 n d C I2 LAJ fit! r� / h 00 �J 2 //Li N- GRAI'111C SCAI,I; 30 0 so ( IN FEET ) 1 inch = 60 ft. if*1 1. UPKEEP AND MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENT IS THE RESPONSIBILITY OF THE PROPERTY OWNER. 2. UPKEEP AND MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: A) GRASS AND GROUND COVER SHALL BE KEPT TO HEIGHT REQUIRED BY THE TOWN ORDINANCE. B) THE DETENTION FACILITY SHALL BE KEPT FREE OF DEBRIS AND LITTER, WITH PARTICULAR ATTENTION GIVEN TO KEEPING THE OUTLET STRUCTURE IUAR AT ALL TIMES. C) ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE FACILITY AS REQUIRED TO ENSURE THAI THERE IS NO REDUCTION IN FUNCTION OR DETENTION CAPACITY. D) ALL ELECTRICAL AND MECHANICAL SYSTEMS ASSOCIATED WITH THE RETENTION FUNCTION F THIS FACILITY SHALL BE KEPT IN WORKING ORDER AT ALL TIMES. 3. NO DUMPING OF ANY TYPE IS PERMITTED WITHI THE EASEMENT AREA. / a� 89.925 ACRES 56 RESIDENTIAL LOTS, z 8 OPEN SPACE LOTS RECORD PLAT TOWNLAKE PHASE FOUR ZONING ORDINANCE NO. 32-18 AN ADDITION TO THE TOWN OF FLOWER MOUND J. MALONE SURVEY — ABSTRACT NO. 857 M.E.P. & P.R.R. SURVEY — ABSTRACT NO. 935 10 DENTON COUNTY, TEXAS OCTOBER 2020 SCALE:1 "=60' OWNER TOLL DALLAS TX LLC 2555 S.W. GRAPEVINE PARKWAY, SUITE 100 817-329-8770 GRAPEVINE, TEXAS 76051 PLANNER/ENGINEER DOWDEY, ANDERSON & ASSOCIATES, INC. 5225 Village Creek Drive, Suite 200 Plano, Texas 4 STATE REGISTRATION NUMBER: F-399 Filed for Re d SURVEYOR cor in the Official Records Of: Denton County On: 10/26/2020 10:49:51 € 2311 W GRAPEVINE MILLS CIRCLE AM In the PLAT Records SUITE 2106 GRAPEVINE, TEXAS 76051 TOWNLAKE PHASE FOUR Doc Number: 2020-373 214-998-6560 Number of Pages: 5 info®alliancegeoservices.cam Amount: 250.00 www.alliancegeoservices.com Order#: By: CC TEXAS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS SURVEY FIRM # 10194544 ' \ <CM> 0=4'29'39" ! ! TXDOT MONUMENT T=53.90' ! ! \ \ STAMPED "5093" ! ' R=1373.57 ! 1 \ L=107.74 SADDLE OAKS STABLES, INC. J \ 1 ChB=S57'03'16"E DOC. NO. 2014-42119 9 D.R.D.C.T. 15 ATE L E ESM 5/8" IRF Chu=107.71 ! ! DOC. NO. 2019-18 I r DISTURBED ! ! O.R.D.C.T. 1 \ 26' FIRE LANE ESMT >r 1 ! ! I N I \ \ S49'5550"E DOC. N0. 2019-18 ! !! I ! i \ \ 125.35' \ -4 O.R.D.C.T. ! j 1 1 ! I \ TXDOT MONUMENT ! ! I I \ FOUND ! ! ! ! 25' LANDSCAPE BUFFER I N 1 r \ \ \ S47'S4'44"E ! ! ! DOC. NO. 2019-18 V 1 1 \ ! ! O.R.D.C.T. I : I I \ \ \ \ 131.33' I 1 ! ! RES FLOWER MOUND ADDITION I 1 1 \ \ \ -----_-/ /P ! DOC. NO. 2019-18 O.R.D.C.T. --- --1-1------------ ----- _J L_----- — ----A L- I I \ — — — — — — — N89'41'00"E 1590.76' I I \ \ \ \ S50'05'36"E 434.58' 1 I \ \ 262.46' � I I 1 \ 0 — — — — — — — — I 30' PIPELINE ESMT ` \ I DOC. NO. 2008-63598 O I I 15' WATERLINE ESMT I D.R.D.C.T. O DOC. NO. 2019-18 \ \ 00 I O.R.D.C.T. ( \ ------------ ------------------------------I \ \\ W I TEMPORARY CONSTRUCTION O TEMPORARY CONSTRUCTION \ cAeO� O • '9� // yo•4 ���� \off S54'27'04"E 79 76' O O I O EASEMENT DOC. NO. 2008-63598 EASEMENT DOC. NO, 2008-63598 \TXDOT `\ � I BEING RELEASED BY BEING RELEASED BY \ / MONUMENT \ DOC. NO. 2019-5241 DOC. NO. 2019-5241 \ \ \ , FOUND / TROTTER LANE V) I O.R.D.C.T. T O.R.D.C.. \ \ V / / \ ( I (EX. 24' ROW) DRAINAGE EASEMENT FOR HIGHWAY PURPOSES "11p'I-,15' WE DOG. NO. 2008-1459 S39'49'01 "W — • / 15' WATER EASEMENT \// // \ 73,64' 25'X25' VISIBILTY �^ — ,l DOC. NO. 2006-29703 c�s \ ESMT 9 D.R.D.C.T. CAB. W, PG. 868 e�F P.R.D.C.T. 20' DE 18' STREET, DRAINAGE / 0 y 23'05'22" OT O \ \ p/ O ,9 3 DOC. NOT 2006 EASEMENT 29704 ,— T=38.40 \ \ cyT 01- `O D.R.D.c.T. < /R=188.00 \ \ \ �O, •40 N L=75.76' `\ \ `4- 1 CV 0 I ChB=S51'19'21"W `\ \\ �� .7�� "X" CUT IN �' ChD=75.25' \ 30' DE CONCRETE FOUND ` \ 1 18' UTILITY, DRAINGE & \ STREET ESMT AINTENANCE \ II I LOT 1 BLOCK C CAB. W, PG. 868 HOA WO I ESMT I P.R.D.C.T. I I W o S26'46'09"E I o l I I 23.80' W 04 I I I CABWW,, PGe868 Lj I I P.R.D.C.T. LU \ \\\ O I rpo \ / N I I 17' PDUE m �I� 35' DE 597.75' `90 -CI1n Ln �h C5' WATER E 868 584 10' �- ` LOT 6X BLOCK A Cr- 00 -< P.R.D.C.T. CY) OD �p 156.83' , 88•11 _--- - - - - - - 156 83 ' s, 17' PDUEVCOA'B 30' '� �//UTILITY ESMT rna 1o'x10'UE LOT 1R BLOCK A / /j/ /. W, .C. 868 h / / o 3 74, ti o \ I ROCKPOINTE CHURCH ADDITION / P.R.D.c.r. �0t` / O °' \ DOC. NO. 2013-84 10 O HIKE & BIKE / m 2 3 \ \\ \ S \ TRAIL ESMT. I .R.D.C.T. / 32.9 A' A I 1 � ° O 3 \ F 17' PDUE / 0 07 \ \ ��� \2?94' 24 \ U r / II 0 \,\45� LOT 4X 4 .� 0 7.73 \ , \ \ 3LOCK A� / I '.� 15' DE 00Oh \ I \ / / f / h�/// S89'34'10"W 51.93' �� Oc% 41 p3 W .. 113.00 - - _ 3718 W �'I O \ \ r'O \ ( � / J� y 11 /^3 ,4 "W s� 135 '� l— ` 3.Op 5 O \ �\ ' �> > \ I 1 :J I / / ` 15' WATER ESMT �00// \ �O S79'30p5 ' iysso , �Oh \ �� ��' sz. I I'-- I ! / > > CAB. Y, PG. 115 AGO'/ // 5�_ g0.''" J' nN �' ...,'08S3Sy� 10.67 \ �aL\1 ( \\ \\ \ P.R.D.C.T. ,,��o cn \ 22.. 10'x10'UE071 \\ I I \ (OPEN SPACE LOT 5X BLOCK >D B FOR HOA MAINTENANCE, m n � LANDSCAPE, PEDESTRIAN ` 1 \ \ , / ACCESS, & TRAIL PURPOSES) 0 i 2 \ �3'!y 6 1 � \ I \\ \ \\ � % / \ \ 10' COSERV ESMT z w c� v I / / \ \ CAB. Y, PG. 115 <w° in v 1 1 �01, tis�• � I 1 I 1 o w� \ / / MI66• 00�0 \ M 1 N OD A \ V A \ BENCHMARKS: TOFM #17 : 2" DIAMETER DOMED ALUM CAP STAMPED "TOWN OF FLOWER MOUND" I SET INCURB INLET AT NW CRNR OF STANFORD AND EMORY DRIVE. 'L I I ��1 I nNi I 17' HOA MAINTENANCE ELEV=643.11 \ \ \ \ l I \ I I ESMT. & PDUE \ \ TOFM #28 : 2" DIAMETER DOMED ALUM CAP STAMPED "TOWN OF FLOWER m -:4 I \ T vz MOUND" SET NEAR THE CENTER OF THE OAK CREST DRIVE CUL-DE-SAC. \ I IN 10' HIKE & BIKE` ELEVATION = 641.88' \sro 1 N TRAIL ESMT. \ ' ��- 4 1 EM a iiIiii wmSEE SHEET 4 _ 1-1 GRAPHIC SCALE' ISO ( IN FEET ) 1 inch = 60 ft. NO. = NUMBER SF = SQUARE FEET HOA = HOMEOWNER'S ASSOCIATION EX. = EXISTING TOFM = TOWN OF FLOWER MOUND DOC. NO. = DOCUMENT NUMBER ESMT = EASEMENT VE = VISIBLITY EASEMENT D.R.D.C.T. = DEED RECORDS, DENTON COUNTY, TEXAS O.R.D.C.T. = OFFICIAL RECORDS, DENTON COUNTY, TEX S PAE = PUBLIC ACCESS EASEMENT FADUE = FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT MAUE = MUTUAL ACCESS, WATER, SEWER & DRAINAGE EASEMENT WE = WATER EASEMENT DWME = DRAINAGE & WALL MAINTENANCE EASEMENT IPF = IRON PIPE FOUND IRF = IRON ROD FOUND BL = BUILDING LINE SB = SETBACK SSE = SANITARY SEWER EASEMENT PDE = PRIVATE DRAINAGE EASEMENT PDUE = PUBLIC DRAINAGE & UTILITY EASEMENT PDAUE = PUBLIC DRAINAGE, ACCESS, & UTILITY EASEMENT DE = DRAINAGE EASEMENT UE = UTILITY EASEMENT <CM> = CONTROL MONUMENT ► = DENOTES THE HOUSE FRONTING SIDE = DENOTES STREET NAME CHANGE o = 1 /2" IRON ROD FOUND W/ ORANGE PLASTIC CAP STAMPED "G & A" (UNLESS OTHERWISE NO D) • = 1 /2" IRON ROD FOUND W/YELLOW PLASTIC CAP STAMPED "DAA" (UNLESS OTHERWISE NOTED) DRAINAGE EASEMENT & POND MAINTENANCE NOTE& 1. UPKEEP AND MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENT IS THE RESPONSIBILITY OF THE PROPERTY OWNER. 2. UPKEEP AND MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: A) GRASS AND GROUND COVER SHALL BE KEPT TO HEIGHT REQUI ED BY THE TOWN ORDINANCE. B) THE DETENTION FACILITY SHALL BE KEPT FREE OF DEBRIS AND LITTER, WITH PARTICULAR ATTENTION GIVEN TO KEEPING THE OIJTUET STRUCTURE CLEAR AT ALL TIMES. C) ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE FACIU AS REQUIRED TO ENSURE THAT THERE IS NO REDUCTION IN FUNCTION OR DETENTION CAPACITY. D) ALL ELECTRICAL AND MECHANICAL SYSTEMS ASSOCIATED WITH NE RETENTION FUNCTION OF THIS FACILITY SHALL BE KEPT IN WOR ING ORDER AT ALL TIMES. 3. NO DUMPING OF ANY TYPE IS PERMITTED WITHIN THE EASEMENT REA. 89.925 ACRES 56 RESIDENTIAL LOTS, 8 OPEN SPACE LOTS RECORD PLAT TOWNLAKE PHASE FOUR ZONING ORDINANCE NO. 32-18 AN ADDITION TO THE TOWN OF FLOWER MOUND J. MALONE SURVEY - ABSTRACT NO. 857 M.E.P. & P.R.R. SURVEY - ABSTRACT NO. 93 DENTON COUNTY, TEXAS OCTOBER 2020 SCALE:1 "=60' OWNER TOLL DALLAS TX LLC 2555 S.W. GRAPEVINE PARKWAY, SUITE 100 817-329-8770 GRAPEVINE, TEXAS 760 1 PLANNER/ENGINEER DOWDEY, ANDERSON & ASSOCIATES, NC. 5225 Village Creek Drive, Suite 200 Plano, Texas STATE REGISTRATION NUMBER: F-399 Filed for Record SURVEYOR in the Official Records Of: Denton County On: 10/26/2020 10:49:51 AM 2311 W GRAPEVINE MILLS CIRCLE In the PLAT Records SUITE 2106 TOWNLAKE PHASE FOUR GRAPEVINE, TEXAS 76051 Doc Number: 2020-373 214-998-6560 Number of Pages: 5 info©all ion cegeoservices.com Amount: 250.00 www.alliancegeoservices.com Order#: By: CC i" TEXAS BOARD OF PROFESSIONAL I' ENGINEERS AND LAND SURVEYORS SURVEY FIRM # 10194544 3 OF 5 1 004E-04 (OPEN SPACE LOT 5X BLOCK B FOR HOA MAINTENANCE, LANDSCAPE, PEDESTRIAN ACCESS, & TRAIL PURPOSES) S00'R �ETBACGk- AS WELL SUBJECT TO OIL, GAS AND MINERAL LEASE DOC. NO. 2003-188861 D.R.D.C.T. tk O "E S �,_, ... $'�5� 29 SOU• , 0' HOA �l 2� MAINTENANCE O B 11 ESMT �Oo Q r N N 0 z 97' BENCHMARKS: TOFM #17 : 2" DIAMETER DOMED ALUM CAP STAMPED "TOWN OF FLOWER MOUND" SET IN CURB INLET AT NW CRNR OF STANFORD AND EMORY DRIVE. ELEV=643.11 TOFM #28 : 2" DIAMETER DOMED ALUM CAP STAMPED "TOWN OF FLOWER MOUND" SET NEAR THE CENTER OF THE OAK CREST DRIVE CUL-DE-SAC. ELEVATION = 641.88' I I-; {m f 'D J 17' HOA MAINTENANCE \ \ \ \\ \ ESMT. & PDUE \ \ \ \ I I 10' HIKE & BIKE \ \ \\,\ r, I 15' WATER ESMT I TRAIL ESMT. SEE\ SHEET 3 _ \ \ \ ) I CAB. Y, PG. 115 I I \- L — — — — — — — — I LJ I — - - - - - - - - - - - - - - - - - - - - - - I LOT 6X BLOCK A i L- DRAANGE � EASEMENT /^ CAB. W, .C. 868 I P.R.D.C.T. I I 60' COMPATIBILITY BUFFER CAB. W, PG. 868 — — P.R.D.C.T. S89028'17"E 1015 LOT 1 R, BLOCK A ROCKPOINTE CHURCH ADDITION DOC. NO. 2013-84 O.R.D.C.T. I I 15' WATER ESMT CAB. W, PG. 868 P.R.O.C.T. I I < T8 t- 209.82' — - - - - - - - - - - - - - - - 120.00' - - - - - - - - 120.00' 120.00' 120.00' 120.00' 205.48' Ll \ I I 15 DE 20' HOA MAINTENANCE EASEMENT \\ % 'tJ�\\ \ 30 rN I I N 3 31 I rn I O00ui N I ad ao I N N N N _ 00 V.\ pA. \ ~ \ \ 3 I 32 1 33 M 34 3 35 3 io C14 Ito 'n rn \ \ \ M - f t 36 M Ilii \ \ Z \\S\ \S 'S>if \\ • I I M O r O 0 0 \\24 \ 22.69' �3SssF �8p \ �1• 10'x10'UE I I I I / N - <jl 11 � � \ 1 1 10'xio'uE 13.34 \ 10g fig. -� 23.11' ( — — — 30' SB 17' PDUE 13p Sf, \ moo. 2 7 �a G) - 1 — — — — — — 12.65' \\ �sm KNj• / '--— — — — — — — — — ---------- � `` 97.93' 120.00' 120.00' — — — — — \ ` N 107.88' U cp N 3o S89'28'1TE 435.66' — — G2$ — 0 I 4 \ _ 83.30 sons �ry 375.00' C29 N89'28'17"W 102_78' 2 66' u' CG 113.00 -- 120.00---- 39.34 r/ N N ..O 10'x1o'UE / eF / 15 N RrW ? / / oc /v /^o 23' PDAUE I I 17' PDUE 30' SB \ g826, / / 0 t� I 1O'x1O'UE �b 8 a� I Q LLJ �•jg0,"W Qo I I � Jlo (61 I - N rn mm 0 r vY N � U) 4� S / �• / 4 1h 06 I I� N Cn N M 37 16 I ¢ w 40 M 39 M 38 N 9 �� / / ��m 14 // / / �o O e 00 I 0 M W4+ W I 0 d- z Z O M O Z 10 10'x10'UE O• / / 1O'x10'UE�O�o / NgS03� 'I o Oco C_j / \ '�'fy 10.87' °D C31 15' DE ri /� / / �1 / '1ro2<vg \ \ w 124.12 120.00' 120.00' 136.62' �� tK �X h' ' VARIABLE �otK. / 'g.77 °` 9.33'� T14 WIDTH ROW Y o N89'23'21 "W 486.94' z o cn o, / 3 1 Z 00 O 00 / Z3ao <}a o co o - cn <w� w� Z zzr- ZZ co / �Bj �`b .-1 Y�i� ��� <_jco <tn( �cnco Li'�00 �00 )-F-�O~wrQ 12 m \ _j _j 0 N OJ I-�ZNO M I I I ( LOT 7X BLOCK B (FOR \ 3 \ �-3z� Yoz� Japao Jd 0o �g000 w I DRAINAGE & LANDSCAPE g s w Z << cn cn Z z z 1 T PDUE �, N N ( PURPOSES) �5 \ \\ o J UJI 0 o a 0 Uj Y U a o < z U N \ � C14\ <00 O O a O m¢O oo \ C38 / m o \ 0 \ U © O \ / -- - - - - -- _ In 21 ( .43 0 \ 10' UE 262.81' -- -- ' 340.44 rn \ \ t- I--15' WE S8936'31"W 1273.66' POINT TOF CADDO MAPLE MAGNOLIA PARK BEGINNING WAY CAB. 2017, PG. 402 LEWISVILLE INDEPENDENT SCHOOL DISTRICT I \ (EX. 50' ROW) O.R.D.C.T. VOL. 5167 PG. 418 I \ D.R.D.C.T. -_------ 15' PDE 10' UE I � 10' LIE LOT 13 I O PATRICK TODD BRANN AND JENNIFER LYNN BRANN I I DOC. NO. 2018-23506 I I O.R.D.C.T. I I 1 2 i IF 1 /2- G&A OCF Z ul to < r I� N�0 of w<0)(j �yz� w�W� :E_m �w=) U 0 < 0 GRAPHIC SC \I,I 60 30 ( IN FEET ) 1 inch = 60 ft. LEGEND NO. = NUMBER SF = SQUARE FEET HOA = HOMEOWNER'S ASSOCIATION EX. = EXISTING TOFM = TOWN OF FLOWER MOUND DOC. NO. = DOCUMENT NUMBER ESMT = EASEMENT VE = VISIBLITY EASEMENT D.R.D.C.T. = DEED RECORDS, DENTON COUNTY, TEXAS O.R.D.C.T. = OFFICIAL RECORDS, DENTON COUNTY, TEXAS PAE = PUBLIC ACCESS EASEMENT FADUE = FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMEN MAUE = MUTUAL ACCESS, WATER, SEWER & DRAINAGE EASE'. WE = WATER EASEMENT DWME = DRAINAGE & WALL MAINTENANCE EASEMENT IPF = IRON PIPE FOUND IRF = IRON ROD FOUND BL = BUILDING LINE SB = SETBACK SSE = SANITARY SEWER EASEMENT PDE = PRIVATE DRAINAGE EASEMENT PDUE = PUBLIC DRAINAGE & UTILITY EASEMENT PDAUE = PUBLIC DRAINAGE, ACCESS, & UTILITY EASEMENT DE = DRAINAGE EASEMENT UE = UTILITY EASEMENT <CM> = CONTROL MONUMENT ► = DENOTES THE HOUSE FRONTING SIDE = DENOTES STREET NAME CHANGE o = 1 /2" IRON ROD FOUND W/ ORANGE PLASTIC CAP STAMPED "G & A" (UNLESS OTHERWISE NOTED) • = 1/2" IRON ROD FOUND W/YELLOW PLASTIC CAP STAMPED "DAA" (UNLESS OTHERWISE NOTED) a? 1. UPKEEP AND MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENT IS THE RESPONSIBILITY OF THE PROPERTY OWNER. M 2. UPKEEP AND MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: A) GRASS AND GROUND COVER SHALL BE KEPT TO HEIGHT REQUIRED BY THE TOWN ORDINANCE. B) THE DETENTION FACILITY SHALL BE KEPT FREE OF DEBRIS AND UTTER, WITH PARTICULAR ATTENTION GIVEN TO KEEPING THE OUTLET STRUCTURE CLEAR AT ALL TIMES, C) ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE FACILITY AS REQUIRED TO ENSURE THAT THERE IS NO REDUCTION IN FUNCTION OR DETENTION CAPACITY. D) ALL ELECTRICAL AND MECHANICAL SYSTEMS ASSOCIATED WITH THE RETENTION FUNCTION OF THIS FACILITY SHALL BE KEPT IN WORKING ORDER AT ALL TIMES. 3. NO DUMPING OF ANY TYPE IS PERMITTED WITHIN THE EASEMENT AREA. <CM> 3/4" IRF 89.925 ACRES 56 RESIDENTIAL LOTS, 8 OPEN SPACE LOTS RECORD PLAT TOWNLAKE PHASE FOUR ZONING ORDINANCE NO. 32-18 AN ADDITION TO THE TOWN OF FLOWER MOUND J. MALONE SURVEY - ABSTRACT NO. 857 M.E.P. & P.R.R. SURVEY - ABSTRACT NO. 935 DENTON COUNTY, TEXAS OCTOBER 2020 SCALE: 1"=60' OWNER TOLL DALLAS TX LLC 2555 S.W. GRAPEVINE PARKWAY, SUITE 100 817-329-8770 GRAPEVINE, TEXAS 76051 2311 W GRAPEVINE MILLS CIRCLE •. SUITE 2106 01, GRAPEVINE, TEXAS 76051 z 214-998-6560 in fo0al l ian cegeoservices. com www.alliancegeoservices.com TEXAS BOARD OF PROFESSIONAL _� ENGINEERS AND LAND SURVEYORS SURVEY FIRM # 10194544 PLANNER/ENGINEER DOWDEY, ANDERSON & ASSOCIATES, IN--. 5225 Village Creek Drive, Suite 200 Plano, Texas STATE REGISTRATION NUMBER: F-399 Filed for Record in the Official Records Of: Denton County On: 10/26/2020 10:49:51 AM In the PLAT Records TOWNLAKE PHASE FOUR Doc Number, 2020_373 Number of Pages: 5 Amount. 250.00 Order#: By: cc T _4 OF 5 21 0 4E-04 OWNER'S CERTIFICATE AND DEDICATION STATE OF TEXAS § COUNTY OF DENTON § NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: SURVEYOR'S CERTIFICATE STATE OF TEXAS § COUNTY OF COLLIN § BEING a tract of land situated in the J. MALONE SURVEY, ABSTRACT NUMBER 857 and the M.E.P. & P.R.R. SURVEY, ABSTRACT NUMBER 935, Town of Flower Mound, Denton County, Texas and being all of that TRACT TWO of land conveyed in Deed to Toll Dallas TX, LLC, according to the document of record filed in Document Number 2013-134887, Official Records, Denton County, Texas and being more particularly described as follows: BEGINNING at a 1/2 inch iron rod found in the west line of MAGNOLIA PARK, an Addition to the Town of Flower Mound, according to the Amended Plot of record filed in Document Number 2017-402, Official Records, Denton County, Texas, for the common most southerly southwest corner of said Toll Dallas TX, LLC tract and the northeast corner of that tract of land conveyed in Deed to Lewisville Independent School District, according to the document filed of record in Volume 5167, Page 418, Deed Records, Denton County, Texas; THENCE South 89 degrees 36 minutes 31 seconds West, with the common south line of said Toll Dallas TX, LLC tract and the north line of said Lewisville Independent School District tract, a distance of 1,273.66 feet to a 1/2 inch iron rod with a yellow plastic cap stamped 'DAA" found for a common interior ell corner of said Toll Dallas TX, LLC tract and the northwest comer of said Lewisville Independent School District tract; THENCE South 00 degrees 13 minutes 58 seconds East, a distance of 69.16 feet to a 1/2 inch iron rod with a yellow plastic cap stamped 'DAA" found in the common west line of said Lewisville Independent School District tract and the east line of Flower Mound Road, a 90 foot right-of-way, as described in Deed to the Town of Flower Mound, according to the document of record filed in Document Number 2010-23899, Deed Records, Denton County, Texas, and being at the beginning of a non -tangent curve to the left having a central angle of 46 degrees 13 minutes 12 seconds, a radius of 1,095.00 feet and a chord bearing and distance of North 34 degrees 41 minutes 41 seconds West, 859.57 feet; THENCE With the common west line of said Toll Dallas TX, LLC tract and the east line of said Flower Mound Road, the following courses and distances: With said curve to the left, an arc distance of 883.33 feet to a 1/2 inch iron rod with a yellow plastic cap stamped 'DAA" found for corner; North 57 degrees 48 minutes 18 seconds West, a distance of 414.21 feet to a 1/2 inch iron rod with a yellow plastic cap stamped 'DAA" found at the beginning of a curve to the right having a central angle of 56 degrees 00 minutes 19 seconds, a radius of 1,005.00 feet and a chord bearing and distance of North 29 degrees 48 minutes 08 seconds West, 943.72 feet; With said curve to the right, on arc distance of 982.36 feet to a 1/2 inch iron rod with a yellow plastic cap stamped 'DAA"found; North 01 degrees 47 minutes 58 seconds West, a distance of 328.31 feet to a 1/2 inch iron rod with a yellow plastic cap stamped 'DAA" found for the common northwest corner of said Toll Dallas TX, LLC tract and the southwest corner of RES FLOWER MOUND ADDITION, an Addition to the Town of Flower Mound, according to the Re -plat of record filed in Document Number 2019-18, Official Records, Denton County, Texas; THENCE North 89 degrees 41 minutes 00 seconds East, leaving the east line of said Flower Mound Road and with the common north line of said Toil Dallas, TX LLC tract and the south line of said RES FLOWER MOUND Addition, a distance of 1,590.76 feet to a 1/2 inch iron rod with a yellow plastic cap stomped 'DAA" found for a common interior ell corner of said Toll Dallas TX, LLC tract and the southeast corner of said RES FLOWER MOUND Addition; THENCE North 02 degrees 17 minutes 37 seconds West, with the east line of said RES FLOWER MOUND Addition, a distance of 274.67 feet to a 3-1/2 inch aluminum Texas Department of Transportation disk stamped "5093"found in the southwest line of Farm to Market Road Number 1171, a variable width right-of-way, for the northeast corner of said RES FLOWER MOUND Addition, said being at a non -tangent curve to the right having a central angle of 04 degrees 29 minutes 39 seconds, a radius of 1,373.57 feet and a chord bearing and distance of South 57 degrees 03 minutes 16 seconds East, 107.71 feet; THENCE With the common northeast line of said Toll Dallas TX, LLC tract and the southwest line of said Farm to Market Road Number 1171, the following courses and distances: With said curve to the right, an arc distance of 107.74 feet to a 3/4 inch iron rod found; South 49 degrees 55 minutes 50 seconds East, a distance of 125.35 feet to a 3-1/2 inch aluminum Texas Department of Transportation disk found; South 47 degrees 54 minutes 44 seconds East, a distance of 131.33 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "DAA" found; South 50 degrees 05 minutes 36 seconds East, a distance of 262.46 feet to a 3-1/2 inch aluminum Texas Department of Transportation disk found; South 54 degrees 27 minutes 04 seconds East, a distance of 79.76 feet to a 1/2 inch iron rod with a yellow plastic cap stamped 'DAA" found; THENCE South 39 degrees 49 minutes 01 seconds West, a distance of 73.64 feet to a 1/2 inch iron rod with a yellow plastic cap stamped 'DAA" found at the beginning of a non -tangent curve to the right having a central angle of 23 degrees 05 minutes 22 seconds, a radius of 188.00 feet and a chord bearing and distance of South 51 degrees 19 minutes 21 seconds West, 75.25 feet; With said curve to the right, an arc distance of 75.76 feet to an "X" cut found in concrete; THENCE South 26 degrees 46 minutes 09 seconds East, a distance of 23.80 feet to an 'X" cut found in concrete for a common exterior ell corner of said Toll Dallas TX, LLC tract and the northwest corner of ROCKPOINTE CHURCH ADDITION, an Addition to the Town of Flower Mound, according to the Re -plat of record filed in Document Number 2013-84, Official Records, Denton County, Texas; THENCE South 02 degrees 21 minutes 29 seconds East, with the west line of said ROCKPOINTE CHURCH Addition, a distance of 917.40 feet to a 1/2 inch iron rod with an orange plastic cap stamped "G&A"found for a common interior ell comer of said Toll Dallas TX, LLC tract and the southwest comer of said ROCKPOINTE CHURCH Addition; THENCE South 89 degrees 28 minutes 17 seconds East, with the south line of said ROCKPOINTE CHURCH Addition, a distance of 1,015.30 feet to a 1/2 inch iron rod with an orange plastic cap stamped ''G&A' found in the west line of that tract of land described in Deed to Mohammed H. Mehrkhast and Fothieh Mehrkhast, Trustees, according to the document of record filed in Document Number 97-R0014716, Deed Records, Denton County, Texas for the southeast corner of said ROCKPOINTE CHURCH Addition; THENCE South 00 degrees 33 minutes 25 seconds West, with said west line of Mehrkhast tract, a distance of 623.21 feet to a 3/4 inch iron rod found for the northeast corner of the above mentioned MAGNOLIA PARK Addition; THENCE North 89 degrees 23 minutes 21 seconds West, with the common south line of said Toil Dallas TX, LLC tract and the north line of said MAGNOLIA PARK Addition, a distance of 486.94 feet to a 1/2 inch iron rod with a yellow plastic cap stomped 'DAA" found for the northwest corner of said MAGNOLIA PARK Addition; THENCE South 00 degrees 42 minutes 52 seconds West, with the west line of said MAGNOLIA PARK Addition, a distance of 169.01 feet to the POINT OF BEGINNING and containing 89.925 acres of land, more or less. EASEMENT LINE TABLE LINE BEARING LENGTH T13 S82'59'09"W 50.03' T15 N89'41'00"E 14.31' T16 N44'41'00"E 17.07' T17 N44-41.00-E 32.32' ROADWAY LINE TABLE LINE BEARING DISTANCE Ti S0019'00"E 37.00' T2 S00'19'00"E 37.00' T3 N35'45'52"E 33.77' T4 S35'15'16"E 30.02' LOT LINE TABLE LINE BEARING LENGTH T5 S89'41'00'W 26.60' T6 S41'27'47" E 65.75' T7 N57'48'18"W 0.50' T8 N8738'31"E 17.00' T9 NO'23'29"W 22.08' T10 N5748'18"W 0.50' T11 S63'09'04"W 39.94' T12 N52-56-25"W 47.84' T14 N89-23'21"W 13.80' THAT, TOLL DALLAS TX LLC, a Texas limited liability corporation, acting herein by and through its duly authorized officers, does hereby adopt this plat designated herein as TOWNLAKE PHASE FOUR, an addition to the Town of Flower Mound, Denton County, Texas. The easements shown hereon are hereby reserved for the purposes as indicated. All streets and rights -of -way are hereby dedicated in fee simple to the Town of Flower Mound for municipal purposes. The utility and fire lane easements (streets and common areas) shall be open to the public, fire and police units, garbage and rubbish collection agencies and all public and private utilities for each particular use. No buildings, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the utility easements as shown, said utility easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use some. All and any public utility shall have the right to remove and keep removed all or parts 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 the utility easements and all public utilities shall at all times have the full right of ingress and egress to and from and upon the said utility easements for the purpose of construction, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. Any public utility shall have the right of ingress and egress to private property for the purposes of reading meters and any maintenance and service required or ordinarily performed by that utility. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Flower Mound, WITNESS my hand this the day of 1 1� �tr� 2020. TOLL DALLAS EL By. Name: 2kff - Ida Title: STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned, a Notary Public, on this day personally appeared C-I PC-'LyI ru)p PrtSl[� of Toll Dallas TX LLC, a Texas limited liability corporation, known to me to be the person and officer whose name is- subscribed to the foregoing instrument and that he executed the some as the act of said limited liability coporation for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HANDAAND SEAL OF OFFICE, this the -J day of 1)r rAl iY 2020, theState of Texas `,a2Y'P�,,� SARAN LEE -�~ ' " =Notary Public, State of Tex as _z; ;or:)%,rQ, Carom. Expires 08 31-2021 ',, Eoffi. 4 422 ! v, .... T, j Not2ry I`✓ i295 2 LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 A 22576 0.52 2 A 22725 0.52 3 A 24618 0.57 4 A 30560 0.70 5 A 24437 0.56 6 A 27107 0.62 7 A 25697 0.59 8 A 22440 0.52 9 A 21971 0.50 10 A 27095 0.62 11 A 32447 0.74 12 A 1 24850 0.57 13 A 41065 0.94 14 A 30825 0.71 15 A 32460 0.75 16 A 26394 0.61 17 A 29580 0.68 18 A 23539 0.54 19 A 22920 0.53 20 A 22536 0.52 ROADWAY CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD Ct 42'2S31" 250.00' 96.95' 184.97' N74`18'48"W 180.78' C2 51 *19'03* 942.00' 452.52' 843.71' N27'27'30"W 815.79' C3 91.28'58" 38.00' 39.00, 60.67' N43'56'31'E 54.43' C4 17'58'55" 300,00' 47.47' 94,15' N80'41'32"E 93.77' C5 38'00'53" 250.00' 86.12' 165.87' N19'19'27'W 162.84' C6 36'04'52" 200.00' 65.14' 125.95' N17'43'26"E 123.88' C7 4619'40" 200.00' 85.57' 161.71' N09'01'52"E 157.34' C8 59"16'47" 200.00' 113.80' 206.92' N1530'25"E 197.82' C9 13'43'35" 530.00' 63.79' 126.97' N52'00'36"E 126.67' CIO 45'37'15" 200.00' 84.12' 159.25' N36'03'46"E 155.07' C11 62'40'03" 200.00' 121.76' 21&75' N4435'10'E 208.01' C12 46'00'08" 714.50' 303.30' 573.67' S81 b4'44"E 558.3B' C13 55*43'11" 200.00' 105.72' 194.50' S30'13'05"E 186.92' C14 5627'00" 200.00' 107.35' 197.05' S30'34'59"E 189.17' C15 30'39'48" 400.00' 109.66' 214.07' S74'08'23"E 211.52' C16 7'31'17" 250.00' 16.43' 32.82' S03'1356"E 32.79' C17 16'54'43" 274.92' 40.87' 81.15' S15'26'55"E 80.85' C18 15'52'12" 1 250.00' 1 34.85' 69.25' 1 S23'15'24"W 69.03' C19 3920'43" 714.50' 255.44' 490.65' S35-04.22"W 481.07' LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 21 A 22863 0.52 22 A 24954 0.57 23 A 34869 0.80 24 A 34957 0.80 25 A 22738 0.52 26 A 29658 0.68 27 A 29910 0.69 28 A 31959 0.73 29 A 29411 0.68 30 A 35703 0.82 31 A 31563 0.72 32 A 35395 0.81 33 A 35791 0.82 34 A 35791 0.82 35 A 35779 0.82 36 A 59935 1.38 37 A 41454 0.95 38 A 33900 0.78 39 A 35820 0.82 40 A 40350 0.93 LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 B 41093 0.94 2 B 26569 0.61 3 8 26569 0.61 4 8 25711 0.59 5 8 23402 0.54 6 B 38619 0.89 7 B 29337 0.67 8 B 24502 0.56 9 B 24502 0.56 10 B 29458 0.68 11 B 58171 1.34 12 B 33971 0.78 13 B 24910 0.57 14 B 24958 0.57 15 8 21971 0.50 16 B 39392 0.90 LOT CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD C20 53'42'43" 25.00' 12.66' 23.44' S1'09'02"W 22.59' C21 67'34'18" 25.00' 16.73' 29.48' N59'08'47" E 27.80' C22 80'48'45" 25.00' 21.28' 35.26' S44'05'04"W 32.41' C23 86'09'50" 25.00' 23.38, 37.60' S81'24'49"E 34.15' C24 86'09'50" 25.00' 23.38' 37.60' S4'45'02"W 34.15' C25 82'12'11" 25.00' 21.81 35.87' S5424'27"E 32.87' C26 56'27'16" 87.00' 46.70' 85.7V S25'11'30"W 82.30' C27 37'50'34' 25.00' &57' 16.51' S51'06'59"W 16.21' C28 5933'29" 25.00' 14.31' 25.99' N60'44'59"E 24.83' C29 5933'29" 25.00' 14.31' 25.99' N59'41'33"W 24.83' C30 299*06*57" 50.00' 29.38' 261.03' NO'31'43"E 50.67' C31 4'08'35" 200.00' 7.23' 14.46' N9'03'52"W 14.46' C32 90'00'00" 25.00' 25.00' 39.27' N45'31'43"E 35.36' C33 90*00*00" 25.00' 25.00' 39.27' S4428'17"E 35.36' C34 5'47'16" 200.00' 10.11' 20.20' N4'05'56"W 20.19' C35 9727'41" 25.00' 28.49' 42.53' N69'43'59"E 37.58' C36 81'02'32" 25.00' 21.37' 35.36' N8'30'48"E 32.49' C37 2693'34" 25.00' 5.82' 11.44' S65'18'25"W 11.34' C38 290'25'40" 50.00' 34.73' 253.45' S66'47'38" E 57.05' C39 82-25'05" 1 25.00' 21.89' 35.96' 1 S1735-57"E 32.94' HOA LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) IX A 132582 3.04 2X A 4993 0.11 3X A 114205 2.62 4X A 4910 0.11 5X 8 1069305 24.55 6X A 25400 0.58 7X B 59340 1.36 LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 C 571062 13.11 LOT CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD C40 20'40'49" 100.00' 18.25' 36.09' N3'27'50"W 35.90' C41 45'59'56" 100.00' 42.45' 80.28' N9'11'44"E 78.14' C42 21'13'27" 100.00' 18.74' 37.04' S42'48'25"W 36.83' C43 35'34'03" 25.00' 8.02' 15.52' NI4'24'40"E 15,27' C44 891410" 25.00' 24.67' 38.94' S45'41'56"E 35.12' C45 102'16'58" 25.00' 31.03' 44.63' N29'15'42'E 38.93' C46 8449'12* 25.00' 22.84' 37.01' N59'24'57"W 33.72' C48 29838'16" 50.00' 29.67' 260.61' N56'23'12"W 51.03' C49 89'14'10" 25.00' 24.67' 38.94' N45'41'56'W 35.12' C50 269100" 50.00' 50.67' 234.95' N44'18'04'E 71.18' C51 91'28'58" 25.00' 25.66' 39.92' S4356'31"W 35.81' C52 180*00'00" 19.50' INFINITY 61.26' S57'48'18"E 39.00' C55 116'05'40" 9.50' 15.23' 19.25' N57'48'18"W 16.12' C56 269'14'10" 50.00' 50.67' 234.95' N44'18'04'E 71.18' KNOW ALL MEN BY THESE PRESENTS: e us J. o e man J. STATE OF TEXAS § COUNTY OF COLLIN § do hereby certify that I prepared this plat from an actual and accurate survey of the land and that shown hereon were found or properly placed under my supervision. Land Surveyor pfG�t$1 Kti�n.',S.. JESUS. _A,',AR Y,'SUF1N: BEFORE ME, the undersigned, a Notary Public in and for the State of Texas on this day personally appeared Jesus J. Lojora, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and considerations therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of 2020. NoWry Public IK and for the State of Texas Approved: pure, rc�e;�^ JENNIFER MARTINSON _Notary Public, State of Texas :a'- ` •"vZ Comm. Expires 04-12-2021 Notary ID 131085136 TOWN OF FLOWER MOUND PLANNING AND ZONING COMMISSION sse own ��� T`?t'+,^^eF� L e X v\. Planning a oning Commission of Pevelepment Services P taYlni�Oi -/In Z& 2020 Date SIGNED AND SEALED:••' TOWN OF FLOWER MOUND = ev Theresa Scott, Town Secretary Town of Flower Mound p c-e. c4G �r- SL - G019 S099 C07 19282 - A0857A J MALONE TR4(PT) 52.227A C-A L L 19286 - A0857A J MALONE TR 5 & 6 34.2547AC-ALL 89.925 ACRES 56 RESIDENTIAL LOTS, 8 OPEN SPACE LOTS RECORD PLAT TOWNLAKE PHASE FOUR ZONING ORDINANCE NO. 32-18 AN ADDITION TO THE TOWN OF FLOWER MOUND J. MALONE SURVEY N ABSTRACT NO. 857 M.E.P. & P.R.R. SURVEY N ABSTRACT NO. 935 DENTON COUNTY, TEXAS OCTOBER 2020 SCALE: NTS OWNER TOLL DALLAS TX LLC 2555 S.W. GRAPEVINE PARKWAY, SUITE 100 817-329-8770 GRAPEVINE, TEXAS 76051 PLANNER/ENGINEER DOWDEY, ANDERSON & ASSOCIATES, I PJC. 5225 Village Creek Drive, Suite 200 Plano, Texas STATE REGISTRATION NUMBER: F-399 Filed for Record in the Official Records Of: SURVEYOR Denton County On: 10/26/2020 10:49:51 AM In the PLAT Records 2311 W GRAPEVINE MILLS CIRCLE TOWNLAKE PHASE FOUR 411 sulTE GRAPEVINE, TEXAEXA S 76051 Doc Number: 2020-373 Number of Pages: 5 214-998-6560 Amount: 250.00 W°" info0alliancegeoservices.com Ord er#: www.alIioncegeoservices.com By: CC TEXAS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS SURVEY FIRM # 10194544 iA