Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
SA0439A
SAO 51698 - A1243A F 51700 - A1243A F 113408 - A1243A 113409 - A1243A F TR RD SURVEYORS RD RANCH RD R <I J PERKINS RD I KRUGERVILLE WOODLAND DR LOCATION MAP NOT TO SCALE CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD Ct 236.69' 570.00' 23'47'30' N67"12'47"E 234.99' C2 863.41' 570.00' 86*47'19* N81'17'18"W 783.20' C3 239,84' 300.00' 45"48'25" S65'51'55"E 233.51' C4 62.83' 40.00' 90'00'00" N46'13'53"E 56.57' C5 57.70' 55.00' 60-0621- N58-39.03"W 55.09' C6 147.44' 350.00' 24.08'10* S10'45'19"E 146.35' C7 201.37' 350.00' 32'57'51' S72'17'11"E 198.60' CO 195.93' 250.00' 44'54'13" N23'41'00"E 190.95' C9 77.93' 500.00' 8-55*47" S74'38'39"W 77.85' LINE TABLE LINE BEARING LENGTH L7 S7212'49'W 31.46' L2 S01'17'46"W 42.43' L3 N0113'53"E 13.7V L4 N59'36'29"E 13.17' L5 N0117'46"E 10.00' L6 N88-02'01"W 15.9S L7 N01'13'53"E 20.49' L8 N01'13'53"E 20.00' L9 NO1'13'53"E 19.50' NOTES: 1. BASIS OF BEARINGS, HORIZONTAL AND VERTICAL POSITION DERIVED FROM THE TEXAS ALLTERRA RTK CULVERT TABLE NETWORK -TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202). NAD83 (CORS96) LOT 100 YR SIZE LOT 100 YR SIZE LOT 100 YR SIZE LOT 100 YR SIZE EPOCH 2O02.0. VERTICAL POSITIONS ARE REFERENCED TO NAVD88 USING (GEOID 12B). 1 BLOCK A 1 - 24' RCP 1 BLOCK B 1 - 18' RCP 1 BLOCK D 1 - 18" RCP 1 BLOCK E 1 - 18' RCP 2. ALL PROPERTY CORNERS ARE SET 5/8-INCH IRON ROD WITH CAP STAMPED "MCKIM CREED", UNLESS 2 1 - 24" RCP 2 1 - 18" RCP 2 1 - 18' RCP 2 1 - 18" RCP LEGEND: NOTED OTHERWISE. 3 1 - 18' RCP 3 1 - 21' RCP 3 1 - 18' RCP IS" RCP 3 4 1 - 18" RCP 1 - 18' RCP D.E. = DRAINAGE EASEMENT 3. THE ENTIRE PROPERTY IS IN ZONE X. MAPS 48121CO265G. FEAIA MAP REVISED DATED APRIL 18, 2011. GRAPHIC SCALE 4 5 1 - IW RCP 1 - 18' RCP 4 5 1 - 21' RCP 1 - 18' RCP 4 5 1 - 1 - 18' RCP 5 1 - 21" RCP S.U.D.E. = STREET, UTILITY AND DRAINAGE EASEMENT 4, BUILDING SETBACKS SHALL COMPLY WITH CITY ORDINANCE. FRONT BUILDING LINES SHALL BE A 40-FOOT 1W 0 50 100 L 6 1 - 18" RCP 6 2 - 30' RCPs 6 1 - 18" RCP 6 1 - 24" RCP M.S.U.D.E. = MUSTANG SPECIAL UTILITY DISTRICT EASEMENT SETBACK, SIDE SETBACKS SHALL BE 15-FOOT OR AS INDICATED ON THE PLAT AND REAR SETBACKS 1- .Iw1s 11 -1 7 1 - 187 RCP 7 2 - 30' RCPs 7 1 - 18" RCP RCP 7 8 1 - 18" RCP 1 - 18' RCP P.D.O.S.E. =PUBLIC DRAINAGE AND OPEN SPACE EASEMENT SHALL BE 20-FOOL a 9 1 - 18" RCP 1 - 18' RCP 8 9 2 - 30' RCPs 2 - 30' RCPs 8 9 1 - 18" 1 - 18" RCP 9 1 - 18' RCP U.E. - UTILITY EASEMENT 5. THIS PROPERTY IS ZONED SF-1 (IN FEET) 10 1 - 18" RCP 10 1 - 18" RCP LOT 100 YR SIZE 10 1 - 187 RCP E. E =ELECTRIC EASEMENT 6. THE OPEN SPACE LOT, LOT 1, BLOCK C, SHALL BE DEEDED TO CITY OF KRUGERVILLE UPON RECORDATION 1 inch = 100 ft. 11 1 - 18' RCP 11 1 - 18' RCP BLOCK F F. E = FLOODPLAIN EASEMENT OF PLAT 12 1 - 18" RCP 12 1 - 18' RCP 1 2 1 - 24" RCP 1 - 24' RCP FWH = FOUND 5/8-INCH IRON ROD WITH CAP STAMPED 7. IN LIEU OF DEVELOPER DONATING PARK LAND TO THE CITY, THE DEVELOPER WILL PAY PARK LAND FEES 13 1 - 18" RCP 3 1 - 24' RCP "WHITEHANR 10t91200" AS PER THE CITY OF KRUGERVILLE'S PARK ORDINANCE IN ARTICLE 13.000 PARK LAND. 14 15 2 - 30' RCPs 2 - 30' RCPs 4 1 - 30" RCP D.R.D.C.T. = DEED RECORDS, DENTON COUNTY TEXAS 8• LANDOWNERS ARE RESPONSIBLE FOR UPKEEP AND MAINTENANCE OF DRAINAGE AND/OR UTILITY 16 2 - 3U" RCPs 5 2 - 30' RCP9 P.R.D.C.T. - PLAT RECORDS, DENTON COUNTY, TEXAS EASEMENTS WITHIN THEIR LOTS) AND ROADWAY DITCHES WITHIN THE CITY ROW ADJACENT TO THEIR LOT. 17 1 - 18" RCP 6 7 2 - 30" RCPs 2 - 30' RCPs R.P.R.D.C.T. = REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS IN ADDITION TO ANY OTHER OBUGA71ONS REQUIRED BY THIS PLAT, ALL OWNERS OF LOTS 6-18, BLOCK F, ARE PROHIBITED FROM IN ANY WAY ALTERING, MODIFYING, ADDING TO OR OTHERWISE PERFORMING ANY 18 19 1 - 18" RCP 1 - 18" RCP 8 1 - 19" RCP SET = 5/8-INCH IRON ROD WITH CAP STAMPED "MCKIM CREED' WORK, MAINTENANCE, CONSTRUCTION, OR OTHERWISE WITHIN THE FLOODPLAIN AS DEPICTED ON THIS PLAT. SUCH OWNERS SHALL BE OBLIGATED TO MAINTAIN THE EXISTING POND AND SURROUNDING AREAS THAT 20 1 - 18" RCP 9 10 1 - 18' RCP 1 - 18" RCP XS = X SET IN CONCRETE ARE LOCATED WITHIN THE BOUNDARIES OF SUCH OWNER'S INDIVIDUAL LOT. 21 1 - 18" RCP 22 1- IS' RCP 11 1-18"RCP 9. "FF' IS THE MINIMUM FINISHED FLOOR ELEVATION REQUIRED TO ELEVATE THE STRUCTURE ABOVE THE WAR SURFACE ELEVATION IN THE ADJACENT CHANNEL 10. PRIVATE FENCING IN DRAINAGE EASEMENTS CANNOT IMPEDE DRAINAGE AND FENCING WITHIN DRAINAGE _ EASEMENTS IS SUBJECT TO APPROVAL OF THE CITY. AUBREY CREEK ESTATES PHASE 1 DOCUMENT NO. 2006-134 P.R.D.C.T, S6 1� AUBREY CREEK ESTATES PHASE f DOCUMENT N0. 2006-134 P.R.D.C.T. 8 a N•.W° � e�o�. g�W\36� �TREVINO SURVEY G m a'" `6z ~ �.1' x.G do S LANDSCAPING, INC. 1112 13 4X54 c\ ABSTRACT 243PARCEL NO. 1721 ACSCT I DOCUMENT NO. 97 0079357 ¢ i o m ° H R.P.R.D.GT. t4 57 5$ 59 60 61 62 63 i3� 65 66 67 zn 76 77 7834 35 7X 2X'� S8.399.62' 64 _ _ _ _ �S85�0 24 E 1 --�21.82'-� 121.00 xS 121.00' 115.00 115.00 120.00 ET IN 141.58' 1 3.40' 266.41' To AKE FOUND IA -NCH IRON ROD W/CAP STAMPED ,,; I - 43• 284.97' / �a \ 217.50` 17.50 �-- - .�222.50'- - - - - JE SMITH 3700 I lai 10' U. E .� 47 \\ , / \ \\ - - 222"50� - P.C}.13. � I © ;y 12 9\ 20 M. S. U. D. E 1 ( \ 20' M. S. U. D. E. 5' DRAINAGE \\ \\Z 21Y M. 5 U. D. E. I 225,83' POND o_ -w 3 CV p� w'� 33AIS SQ.FT. I ` 9 N 22,327 SOTT. !� �i0\ t 0 rz EASEMENT j g \\ 5/8-INCH IRON ROD W/OAP !,. 3 4 . _ 3 �N a.77z AG 1 `1 22,380 SQ.FT, t? 0.513 AM 4� 22,681 SQ.FT. aD 22,s25 SQ.FT. 1 STAMPED 'MCKMA CREED' '�'•' 2 .'� g g i3 1 0 514 AG I 0.519 AG tf6 5' E. E. 47,1 % SOXT. 30' DRAINAGE S88'46 07"E I I 1.082 AG I i GRID: N 7154252.210' / io 22067 SQ.FT. jw 21,780 SQ.FT O 21,78D SQ.FT• 7 1„ 22,688 SQ.FF, ;n ro 9 I / I N 3C1' DRAINAGE I 0.621 AG p r n 0.521 AG EASEMENT . 5 E. E. i 20' M. S. U. D. E. / 40 0.507 AG r a$ 0.500 AC. Ct 0.5W AG r 5 G 6 21,871 SQ.Fi. ri gp . 5 E. E. 1 " 30' DRAINAGE II A GRID: E 243167$.858' ,- N q1 p.502 AC p 30,309 SQ.FL 307J5 17.30 , %rr� EASEMENT �r 23,871 SOFT. 23,927 SQTT. . 0 *- 0.696 AM - - - - - - - - - - - „� - _ \ L _ EASEMENT 1�.27, \ / t� _ - 187.95_ 2D' M. S. U. D. E. 13 MCLENNAN TRACT / iA i ^ = ( 5 E. E. 20' M, 5. U. D. E. 0548 AG N 0.549 AC S '{'j xs . 'S88'46'O7'E X5 --S8846'07'E -1 ' 7'% S8846'07'E - "S$8'46'OYE '� 6,27' - �� ----- 4.11 255.14'_--- _--191.8T--- 196.41'--- 196.41 _--- xs xs xs _ r --- - 0'---191.8T-- - - DOCUMENT N0. 2021-193 / % _71.76 _ _ _ -' - - - - , 3 62' N // / xs - - - 4 S88'46'0TE ,}24,y2T too P.R.D.C.T. / /fig k8 - - .- - 15 5. U. D. E. ` E - - - - _ ` Y ! J 7.08' ( 25' 25' I 117.08 7.08' ( 12' 8.12. I ( - - 15 DRAINAGE -I W 121.D0 �2t-oo \ u.O�- - 1 II 8 8 I I II EASEMENT I- I .a Rao' GAMBLE OAK DRIVE \ \ a 5� 12�01• 1os.6s - s t0 I igo,� 2 I 1 2 OD 25' z5' �I t2• N W I - N Y TEXAS 3zp. L 31,b14 SQ.FT. 1 " �; 24,061 SQ.FT. I� MI N I r� N N8842'14 W 13$.30 \ ll 1 �XAS i2 24,06f 54FL I 47,942 SQ.FT. t 0 F •- 6 R- . ' N C O'' I I 0.552 AG I 22,117 SQ.FT. .- 22,117 SQ.FT. �M II 10 I M U. v+ O TEXAS POJIER k LIGHT CO 16210' 0.726 AC. . . - M r. N Q552 AC. p, O VOLUME 197, PAGE 24 W 0 508 AG 0.508 AG Rao +-�;'P3o+ �Q 106.83__ �a R3Y. s. I �'- S.Bp 2_` \ `\ ?Os 0��� `.,I`° �N �LIII_- ---- w I'n�_> i-(I171 -4-------=-------i } j1 0_u.E.-1-tot AG -- '=_(1Q T z 10' U. E. -'s` q 17.35 W a \ w 10, U. E I 34 y �,,, Js 0 1558D �" U $ --------- - F 10' ONCOR EASEMENT 00 \ l 14.667 SQ.FT. R3a' a - ` ^ 15' S U. \ \ ' o N = I- 197.50 - - - - --197.50' - W _ N w 4� J Z 0- / / D2023-1098 i I 0.337 AM C �s�,� / .r _ = ��E \ ' E I C� 13-192.50'- - - - - - 192.50'- O T Li - - -i 396.26' SET- 8Q 14 I I �- _- --�_ I I w I - -y , �l,s , D' D. E. w > ao I Lill w I• v 1 10.76' E` 2D' M. \ \ 9,7n sQ.Fr. ",�j 't I w 1O' D. E. = 11 I I 0 °Mi �j = I �, I l�l--$ OPEN / p/ s.uD.E. m rplc d wI Nlo $I� �� 4a I"IIm 1� LLt C9 / W - 1 In1 'ai SPACE / +f3'�� 0.912 AG _ ( 1, N 1( 7 III $ M 8 O 18 a 8 I n 10 2 ,, boo I tc 27,415 SQ.FT. , / F • / r'i / 15 16 .�. \ r_ m > 3 0 - 4 n a�51 u1 E 3 1 9 4 4' 0.829 AG , / 0' / 22,650 SQFT. +w \\ �•' i I I 24,109 SQ.FT. I O N 22.120 SQFT. ;.t 22,120 SO.FT. 1 v N ,`, •' S)l' / / is 22.361 5Q.FT. r, 0.520 AG O \\ \ \ (v �j Oj 24.062 SQ.FT. j O M 1!i I Pj vi 42.921 SQ.FT. Z W N I 0.508 AG r 0.508 AG "I 0.553 AG 0.552 AG 1'N L►� I - g .- .. e » W W 1 1jj =% � /+j + � � � 1 W I 0.985 AC. I L<J a j i N ,5 / // 5' E. E. C. 10 0.513 AG O 17 \ \ \ \ 1 in " D vi N �_ W `n I I - O 7 a M W q a0 I- - -I I - - - I o Ri .ip. 1. O \ , ' 1 W o ao 15 / - - -- -- - ••- - ^ R / // T� .- 21,943 SQ.FT. W \\ Q\ "• g I ^ let I o Z "T"' _3 V) I - I 1 C] I UNABLE -1 a0 a /% EI / 14 .p » 0.504 AC. ' \\ \ ?• \I o 5' D. E, 5' D. E. n M 180' ----- I- / U• 0'�% % 22 646 SQ.FT. Z i a a I .(1 TO SET IN ao UI - - - - - - - _ _ `� • \\ \�V \-195.78 - - - - - -192.50 - - ;et 1- r --197.50 - - - - i 97.50 - -i r 370.20' sEr POND I 7 - - - fig' S� ' / / / i D.s2D Ac. Z 107.67 " 107,0g• A� O" \\ \ by /� 131.3T 115.00' 14i.92' r ( I t0 D. E. I Q I z I I I vi (n N / - Z , S'9"� 33 W .� / i / '$+ �� �183'18 48 E S82 S6 43"E 107 A�' ,�� \\ \ 'r`' tp / / /i I I Z r�l I I 7 4 o I u Ld N ci 10' S. U. D. E. 3 84.50 S71 .� ? \\ \ I 1 8 i o $ I I g o f DOCUMENT N0. ��� 24 R i / a9. •F. 7' 18 ! �i�t- �-5' E E. 0 ( 22 20 SOFT. 2023-1625 � i hd . �' . 63.2 E 21,833 SQ.FT. �e�•� / ! I O.S08 At N 1.1 W Z O 5 13 Off- %A�t / \ Qt ! I_ �1 I 0.5W AG 2z..W SQ.FT. �I .3171 AC. r • zi m / 51 6\ \ 29,369 SQ.FT. �65 g$ l^J �v \ C3/ N Ica cl II o 42.317 SOFT. ��i w n. ro ^}R. 83• Z0.06 0.874 AG °6 �. / O° s ,(�'/ / I 5 E. E. 1 „d.. 0 16 -----�- 0 E• \ S• M f, M • $ / 0 \\ / 6 d Ixs 1- 15' D. E------ �" :Ito =� F - - - - - - - lei \ \ 1 . 4 - 1b / ♦� \do '�,• �. R30 / 5 4 I 2s' 25' ( Y I Z .+ 3 z O �1 ! / / 29,292 SQ.FT. C \ r ` n r v .� o •� / 0,672 AG 28091 SaFL I I--7.50' - - - - 197.50 - - MY E5 5 E. E. \\ �j \\ \ v ,y, o \ \ 6.53' / 00 2 Ooo $ SIFT. 0 ' - --S88'46 07'E 386.32' SET eD -1 U T i •'• �p S•i i �!€• \ \ G 12 M pp 11 i•1 It •«� 19 \\ \• // $ 0.647 AG Ti- - �- -- - - - N O I. EASEµ i S \\ \\ ?\ O W r .o r w 10 `T8 _�. / .�O \ l / cQi I cl 10' D. E. I \ D1F1 R0 105321 i / 24,688 SOFT. 21,859 SQ.FT. .- \ / N 0, I b I II ' N o E YI 2022- I \\ \� 0.567 AG v 0 g 6 Rp \ VAOpk9LtE NO• i 'L" \ �' r h y 0.502 AG Z 2 0.540 At- . 6' �1 210.501 FT. / +, \ A ` 7i I I 1 I 8 10 Mt (I 0 r• f, / i / 1 t m 32.295 SQ.FT. \ \\ \ � \ , . Vl O /•t�J' / / �ti� \ \ \ \ \ \ , I � 1 i 20.5 7 AFT. 'O 0,517 AG i I I \ tr tr / I so,teo SQ.FT. N ,295 ac. \ \ i 1 \ ' 22 519 SQ.FT. 11� m \ a m Ut - - 1.152 Ac. .9j \ 732'9• '- - - - - ; - - L4 `9�I j / A 0 \ \ �s.29' 10.91 - - - . i %L - _ _ 15• S. U._D. E 7D l� 7 yam\ > 17 10, ONCOR 1 \ \ , 109.89 128.04 101.56' �� .g / +4, \ \ ?3 115.00' '11f.92' - xs xs - - - - - - -- o \ eB,Dn sQ.Fr. UNABLE s EASEMENT \\ \ •` - ro �a \ \�8¢ 167.50 - 167,50 - p ` 2.022 AM . I 1r \\ SHUMARD OAK DRI1[E N I °Q• d° 20 \ `�- �ti° `°' S Ta � TO SET IN DOCUMENT N0. t 20' wrwzz2023-1362a \\ \ p�_ - IQ ''% \�j TEXAS 292eg _ 405.00' DRIVE N Li R 1 It POND A ` \ g9 S88'46 07"E 408.03 N 33.3' ! 23Q54 SQ.FT. \ ` 4 77.25 • \ POST -PROJECT FLOODPL, DOCUMENT NO. 2022-f05328 - O r R3(• /,/ �` a546 Ac. h \ S88.46 07'E 620.58 - 1% ANNUAL CHANCE 2 !-n v1 '►ry \ ` 627� 50.55 12i.50' 121.50' 73.58' `�' / / ~ 8969 �� N Rom, RUNNING BRANCH CREEK V N 1 _ - - - - - - - - - -\ /9•( - � j, 105.U0 124.00' xs _ 128.00' / A 4� °'0 - - ` - t5' S. U. D_Ei - - - - �� �` r- - - - _ - - - - - 128.00' - 64.05' \ M h 5' E. E. - � = - -- - - - - -1 -� t° '>� !A O 5' E. E. � 22 25 - - - _ - - - - - - - / // �dL\ V `" - --- _�\ Q, S `� • g 15'S.U.D.EiI - -� 14 rr I - - MCLENNAN TRACT J �� I .� b 3 20' M. S. U. D. E. E. E. tr> •� '� » [` - - - - - - - - - - - - - - - - - _ =.� 5' E. E. \ �� f� .� 18 • w 10 D.E. 20' D. E. �• O W 20' M. S. U. D. E- - - - - - DOCUMENT NO. 2021-193 1\ +� 3 1h CS � i� 3 E` 21 w }. N `Lwl 1 - 5' E. E.5 \ = N7? \ �• I ,k'� 38,606 SQ.FT. y 4 a7 5 $ 6 c 7 a 8 in 9 30.845 5Q.FT. $ I o $ Os+ fir. tr4 �\ �•� 0.886 AG •cry 26,274 SQ.FT. µ n; 23,355 SQ.FT. M 21,870 SQXT. a 21.870 SQ.FT. p 21,908 SQ.FT. IR :n 33,863 SQ.FT. 0.708 AG ,h &3 22 o I 13 0l 1 O I p 3 p 4 lid 5 W 6 5,2 \ •f.�-� o p �p'� 0.803 AG 0.536 AG O C^ 0.502 aG QO O.S02 AM 00 0.505 AM - 0.777 AM �A 0 30,772 SQ-FT. j I�ff M j O Q 23.DID SQ.FT, O b 22.619 SQ.FT. • 5 FT 37 OJ v I m r aD Y g1 24,107 54.FT. 22.320 SQ.FL 00 23.040 So M 8, • Oi 0 706 AC h O I Vi 0 553 AG O 0.512 AG I 0 529 AG Gt 0.529 AG O O M o ,yel• 9A G01 FOUND 1/2-NCH IRON ROD I 9 5/8-INCH IRON ROD W/CAP STAMPED 'MCKIM CREED" 'REVINO, TR 126, 7.187AC/ALL 1 EVI N O, R 1259 38.216 • 3L TREVINO, TR 126, 1.00AC/ALL F. TREVINO SURVEY FIND, TR 125, 1.586AC (IN CITY)/ALL ACT 1243 OWNER'S ACKNOWLEDGEMENT AND DEDICATION FOUND 1/2-INCH IRON ROD STATE OF TEXAS § DENTON COUNTY § WHEREAS I (WE) Lq HOMES - TEXAS, LLC., THE UNDERSIGNED OWNER, 1S THE OWNER OF THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED 1N THE F. TREVINO SURVEY ABSTRACT 1243, CITY OF KRUGERVILLE, DENTON COUNTY TEXAS, SAID BEING A PORTION OF THAT CERTAIN CALLED 62.488 ACRES TRACT OF LAND AS DESCRIBED 1N DEED TO LGI HOMES - TEXAS, LLC. BY INSTRUMENT RECORDED IN DOCUMENT NO, 2021-88888 OF THE OFFICIAL PUBLIC RECORDS, DENTON COUNTY. TEXAS, SAID TRACT BEING MORE COMPLETELY DESCRIBED AS FOLLOWS: BEGINNING AT A 5/8-INCH IRON ROD WITH CAP STAMPED "MCKIM CREED' SET FOR THE NORTHWEST OF SAID 62.488 ACRE TRACT, BEING THE NORTHEAST CORNER OF LOT 1, BLOCK A, MCLENNAN TRACT, AN ADDITION TO THE CITY OF KRUGERVILLE, AS SHOWN ON MAP RECORDED IN DOCUMENT NO. 2021-193, OF SAID OFFICIAL PUBLIC RECORDS AND ON THE SOUTHERLY LINE OF BLOCK A. AUBREY CREEK ESTATES PHASE i, AN ADDITION TO THE CITY OF KRUGERVILLE, AS SHOWN ON MAP RECORDED IN DOCUMENT NO. 2006-134 OF SAID OFFICIAL PUBLIC RECORDS; THENCE SOUTH 88 DEGREES 42 MINUTES 14 SECONDS EAST, WTH THE SOUTHERLY LINE OF BLOCK A SAID AUBREY CREEK ESTATES PHASE 1, A DISTANCE OF 2,399.62 FEET TO A PK NAIL FOUND IN A POST FOUND FOR THE SOUTHEAST CORNER OF SAID BLOCK A AND THE SOUTHWEST CORNER OF A CALLED 17.21 ACRE TRACT OF LAND DESCRIBED AS PARCEL 130 - TRACK I TO G & S LANDSCAPING, INC. BY INSTRUMENT RECORDED IN DOCUMENT NO. 97-0079357, OF SAID OFFICIAL PUBLIC RECORDS; THENCE SOUTH 85 DEGREES 50 MINUTES 24 SECONDS EAST, WITH THE SOUTHERLY LINE OF SAID 17.21 ACRE TRACT, A DISTANCE OF 266.41 FEET TO A CALCULATED POINT FOR CORNER AT THE NORTHWEST CORNER OF THE WOODLANDS PHASE 4A A. AN ADDITION TO THE CITY OF KRUGERVILLE, AS SHOWN ON MAP RECORDED IN DOCUMENT NO. 2023-173, OF SAID OFFICIAL PUBLIC RECORDS: THENCE SOUTH 14 DEGREES 19 MINUTES 45 SECONDS WEST, LEAVING SAID SOUTHERLY LINE AND WITH THE WEST LINE OF SAID WOODLANDS PH 4A, A DISTANCE OF 338.54 FEET TO A CALCULATED POINT FOR CORNER; THENCE SOUTH 06 DEGREES 57 MINUTES 44 SECONDS EAST. CONTINUING WITH SAID WEST LINE, A DISTANCE CIF 223.81 FEET TO A CALCULATED POINT FOR CORNER; THENCE SOUTH 30 DEGREES 19 MINUTES 15 SECONDS EAST, CONTINUING WITH SAID WEST LINE. A DISTANCE OF 276.33 FEET TO A CALCULATED POINT FOR CORNER ON THE NORTHERLY LINE OF THE WOODLANDS - PHASE THREE, N ADDITION TO THE CITY OF KRUGERVILLE, AS SHOWN ON MAP RECORDED IN DOCUMENT NO 2017-18, OF SAID OFFICIAL PUBLIC RECORDS; THENCE NORTH 88 DEGREES 46 MINUTES 07 SECONDS WEST, NTH THE NORTH LINE OF SAID ADDITION, PASSING AT A DISTANCE OF 2,349.29 OF Z407.39 ET A FEETITTHHEINCH IRON NORTHWESTOUCORNER OF SAID ADDFOUND FOR THE �ONEAND THELY NER OF LOT 4 AND NORTHEAST CORNER OF BLOCEKA, PASSING AT A RTAIN TRACT OF LANDSTANCE DESCRIBED TO TARSAN CORPORATION BY INSTRUMENT RECORDED IN DOCUMENT NO. 96-078913. SAID OFFICIAL PUBLIC RECORDS, AND CONTINUING FOR A TOTAL DISTANCE OF 2,775.74 FEET TO A SET 5/8-INCH IRON ROD WITH CAP STAMPED ?MCKIM CREED- AT THE SOUTHWEST CORNER OF SAID 62.488 ACRE TRACT AND THE SOUTHEAST CORNER OF LOT 2 BLOCK A. OF SAID MCLENNAN TRACT ADDITION; THENCE NORTH 01 DEGREES 57 MINUTES 53 SECONDS EAST WITH A LINE COMMON TO THE EAST LINE OF SAID MCLENNAN TRACT ADDITION AND THE WEST LINE OF SAID 62-488 ACRE TRACT, A DISTANCE OF 803.12 FEET TO THE POINT OF BEGINNING AND CONTAINING 48.6544 ACRES OF LAND, MORE OR LESS. .- p3 1i ( h� , - ^ M 0.519 - � 68.917 Q. y % Z I O .' "' •- In I , , r m V• 1.582 AG \ Y3s '1'a rn - - - r I . --•1 5 01. ad \ x s t0'D.E. _ _ _ _ If= O - I o V (0 5'D.EI (-- z o tisi N I �•,.N F Z fji\'�• SET ,. i •o 144. 4' 50' 121. I - 30' D. E - ---- - -- 30' D. E. ---I 1 t._.---- --- I 4. Z�\\ 63 96.03 t 5. 0.00' t .00' 20' D. E. 1 4.00 .00 $, N88'46'07"W 2,775.74' I W 5s .1 • \ THE WOODLANDS -PHASE THREE �1 I Z THE WOODLANDS - PHASE THREE GRID: N 7153390.043' DOCUMENT NO. 2017-18 0 I. Iw IJ DOCUMENT NO. 2017-18 GRID: E 2434426.006' P.R.n.c.T. a Io p � �� 41� z 8 5 6 7 8 9 10 11 12 ® '�' r'" ~oo 'I 1= 1 O P.R.D.C.T. Ii oy, ( m 2 3 4 5 6 7 _ ,!t O Q I= (N I I - 9 -35`BUILDING UNE- n IN I LLd �rr 1 1"' 35' BUILDING LINE / / `\� - ------------- - - - - - -20' M.S.U.D.E. - - _ - - - - -- - - - - -. - - /------------ 1S.U.6E.------- 20TM.S.U.D.E -�---- \ / DOGWOOD DRIVE 50-FOOT WIDE RIGHT-OF-WAY Ii I NOW, THEREFORE, KNOWN ALL MEN BY THESE PRESENTS: THAT LGI HOMES - TEXAS, LLC.. THE AFORESAID OWNER DOES HEREBY ADOPT THIS PLAT AND DESIGNATE THE HEREIN ABOVE TRACT AS THE HERETO, HEREBY DEDICATED TODLANDS PHASE OTHEADDITION SE OF TO THE CITY OF THE PUBLIC FOREVER ANDLLALLDENTON STREETS. ALLEYS• PARTS, WATERNTY, TEXAS, AND OSE NAME IS COURSES. DRAINS. RCRIBECI EASEMENT, RIGHTS -OF -WAY AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. LGI HOMES - TTE�XASpLLC. E?a,m � ELAINE TORRES OFFICER LG HOMES - TEXAS, LLC 1450 LAKE ROBBINS DRIVE THE WOODLANDS, TX 77380 (281) 362-8998 DATE S' STATE OF I��1�1��n' _ § COUNTY OF § BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED. ELAINf- , -i O C KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE\SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE 1 DAY OF 2023. � � -VCJ� FPY PYBl NOT ARY ;`•"" •;e•_ ELIZABETHNAVARETTE • My Notary ID # 133056119 MY C EXPIRES: e�e;oi +�w ExPiresApol22,2025 CERTIFICATE OF APPROVAL THIS PLAT HAS BEEN SUBMITTED TO AND CONSIDERED BY THE PLANNING AND ZONING COMMISSION OF THE CITY OF KRUGERVILLE. TEXAS AND IS HERE BY APPROVEDD•�%,B�YY SUCH COMMISSION. ATED THIS DAY of: aoaa. CCoiu•IG;I cvasa-e�i'nq_a,s Py���z.f �.iS fim�. ) H RM PLANNING AND INC P d ATTEST: D^ i o-3 CITY SECRETARY //JJ � zozZ, THE CITY COUNCIL KRUGERVILLE, TEXAS ON THISA////� DAY OF �.2023, VOTED AFFIRMATIVELY TO ADOPT THIS PLAT AND VED IT FOR G OF RECORD. all,: $-7-�.3 MA , I F UGERVILLE CITY SECRETAR SURVEYOR'S CERTIFICATE 1, JORGE FERNNDEZ. REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THIS PLAT SHOWN HEREON ACCURATELY REPRESENTS THE PROPERTY AS DETERMINED BY AN ON THE GROUND SURVEY AND THAT ALL CORNERS ARE AS SHOWN AND NOTED, OF III; 8. JOR F,E NAN EZ RE I R D PROFESSIONAL LAND SURVEYOR FEP......A REgSTRATION N0. 6077 ....••............... 6077v,:� DATE: Z 20 23 { 8Lt1 OF OWNER / DEVELOPER: LGI HOMES -T'CAS,LLC. FINAL PLAT 10 1450 LAKE ROBBINS DRIVE, SUITE 430 THE WOODLANDS, TEXAS 77380 THE WOODLANDS PHASE 5 TEL: (281 ) 210-5484 FAX: (281) 210-2601 64 RESIDENTIAL LOTS LOTS 1 - 22, BLOCK A: LOTS I - 13, BLOCK B: ENGINEER / SURVEYOR / PLANNER: LOT 1. BLOCKO K LOT I -9. BLOCK D LOTS 1 -10, BLOCK E LOTS 1 -5, BLOCK F ,w, A. �A-sm-DAr� S�i BEING 48.6544 ACRES 9TUATED IN THE /� THE F. O SURVEY. ABSTRACT NO.43, ENGINEERS THE CITY OFF KRUGERVILLE. DENTON COUNTY.. TEXAS. Filed for Record DALLAS 1 SAN NTONIO I AUSTIN 1 HOUSTON I FORT WORTH in the Official Records Of: 58t0 TENNYSON PKWY, STE 425 1 PLNO, TX 75024 1 214,420.8494 Denton County - TBPE FIRM REGISTRATION #470 1 TaPL4 FIRM REGISTRATION #10194390 On: 8/8/2023 4:09:40 PM SURVEYOR In the PLAT Records • �/�'•�/���{��'��+T THE WOODLANDS PHASE 5 t��i1fNT:1�1LV1H✓ C1�Ll.J Doc Number: 2023-273 4275 KELLWAY CIRCLE, STE 144 Number of Pages: 1 ff ADDISON. TEXAS 75001 TEL 817.484.5695 Amount: 50.00 TSPLS FIRM REGISTRATION NO. 101776-02 WWW.MCKIMCREED.COIA Order#:202306UB000702 07195W55.11PTW By: SC SHEET 1 OF 1 dULY 31, 2023