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SF0178A79 072 -- 18 17 16 14 7,3 „ 88'0�6'40nN 72 cRr om-M�ONF�C VOPROJECT SITE �` - 7 1 f I �_ J Y `�� I t � � I 24 N�yE h�2 � \ 29 \ 30 i _----- � � � 12 S o 1.53'20" E ' .,`'�. 74 o I s e PGE 2g v 14a.ao' t� 20 21 22 23 teP` t' 25 27 N 887OC40" E I 6 , N 88'06'40 E x,,''""a. 9 Rp. 26 I A - C11 95.07' CIRs !/ 115.00 I t<0 f� OG ' CIRS S L16 CIRS CIRS 1 j F¢pFA QGG GR fl' G �,i _+-.-' �TGR5 25' 25. 115.00 .-�i�'_t-z 13 I I ` _ `bv 15 a HIGH MEADOW ROAD �I 4 I I s I S 89'31'44" E 1 N 8806h0 E 50' R.O.W. N 01'53'20" W N 88'06'40" £ 5 _ 115.00 I 115.00 1 1 clRs 115.00' \ 1 160.63' < VICINITY MAP 115.00. , CIRS �' �_ __-_'�. 7 \ �m 3 ,� 14 m ,: N 0028'14" E �� - �v L13 N �S w � w N 64.00' 16 s; 13 12 I 17 I 10 9 8 7I"i--- LEGEND iOi , E / ; 7 115.00 N I�,! i, 115.00 4 PR.O.C.T. PLAT RECORDS DENTON COUNTY, TEXAS CIRS Ll r S 89'3144" E i (.�1_� 3 3Q2 C9 CIRS C 1 S o, CIRS O �, p' 1 W D.R.D.C.T. DEED RECORDS DENTON COUNTY, TEXAS O N °� S. G _ a 2 b 1 q SSE SANITARY SEVER EASEMENT O J 0- 'Q__ 1 + `} ' ESMT EASEMENT }J ' g�CIRS'' 14?-S5L 12' BSL k CI IRSrC. BOHRMAN C T jT} y TJ y o N 8806VAE WATERLINE EASEM NT ,J U L VLi l 15.00' ' L5 L6aRS C ' 235.04' 0 .y500 d' CIRS CIRS _ ^i L11 oY 'W w w115.00OUE UTILITY EASEMENT`At3STRACT No 86L3 c� Gj ___ _ y1283 ______ r_ ______2y ____ __. ___ CQ oh s Lt rI $E w 0 N I „ w -'+ CIRS CIRS �5' UE LL `5 VE "ry� I� pt DE DRAINAGE EASEMENT - f tl .,..".... ,.-,...i..�..t _ i F.,,.,....-:.4...., b Ss .'rx ,.r...;� i r •-.,. n z r e T'-='� i rs a n r„ ,.....41 87 d 32.13 L9 v; �! o ., 1 o edo I`e° "....,_,W .__._:t . �,r_.� i z ..:... ..ew..:....�z:. t J r ... ...W_.. r x p �,...F3 I, Q'A..1 +' G a - L^7 ,._:< .r... Lr.s A T......................,..,.. 3 2 k»,..r...::.. .v .,a . .al..x.....,.:r:.a t...:�.. "e u ( €.{ (,u5 e'E"....,,... nr: '�3 ;+e " 1 nIY 'Y'r� _, i• 'F' o �LLy N eSL BUILDING SET BACK LINE r_-- 25 18 G - �.�3LL., m CIRS u ,�' t�._.- a «.,.;w j ,.. Y o s „o z u x - M. L' R & R R. R SURVVY RIB' r N � 14 s 8 � 31 C63' S m De 1 i i� ' 4). o �= 24 N IR 1Lg -ti 24.00' ro, =i: M 40r-- - vy -�- MAE WALL MAINTENANCE EASEMENT 1z3 N ABSTRACT NO. �� 115.00' S 89'31'44" E 20.96'� ?>, 23 N r„ °rya S 88'12'OS" E�( e- _ _-68.69'_ ___ _ _.GG 36 62.70'.__ N 880640 E --' ' VC Sq. k'O 1�' r i TJ--' --'!6 `* J6' 19675 5' OF ti$00 - I' �' CIRS 5/8" REDM VlfiH YELLOW PLASTIC CAP �J 725.64' I rn �n{ STAA!PEU COTTON SURVEYING 25' 25' "'�\ a o N 88'O6'40" £ 394.8 - _ _ _ G 9 S � , r Q ' T'�' ' - - - - 149.00' STREET NAME CHANGE 19 �s- 5:7e-� 4 //�� REMUDA ROAD 2assx 17 e �5 Q PGE .. T >- l J / �r 202.13' r --- 'o.'.(. ' , 5 UE r O r� 5 A i- 25 .T �'...� ^r C) Y ____ _ _ _ __ _ _ ___ r� '(R. C.,----- ME MAINTENANCE EASEMENT 115,00_ r ,'� �4 , K r 1' - _ 7, ----- ibs 65" 0. 0_' , O 22 ,� m v p r 6921' ___ - 65.h4' 'C G`7.49'---111 S 88'47'42" E ^a '( �N R. �'--- 1 icP \ 122.73' r "*• '_; 5 VE I i �- J1llE -1---) Gp,� Q" CIRF CAPPED IRON ROD FOUND u4 - 175.00' "3' S5.00'R a- I' w , �� 15' BSL ' ti6.52' b i (n i y^.,' ; i -r �' %�� r ' i 1 GRS CAPPED IRON ROD SET O » r to » J , w 25 t3SL w '� N ^'I' ' S 89'3i'h4" 84'31'4h" E� m �,�r l O _ 4 N 20 1 16 vl i 100.44' 02.47' o N 3 0 w m ; i 18 ROW RIGHT OF WAY d 1 i 15.00' ; :-r N m rn� w' 'Kf _ n S 84 r e CM 7 N 4014^ x 4 21 �S.. h 26 -r___J " 6 S 5.00' E $ 84'41' E ` 3 CONTROLLING MONUMENT W r, ' Q r r nl P v`. ' . n 5' UE m o ,_h 17 y [L r o ' 115.00' 'w� 5' UEy i,r 5' UE,y '1'18'35>;�_�_- a' v I N '� a N OS'S8'09" E y4' i i23264 OCCF DENTON COUNTY CLERK filE ' n w - .1 130.00' _ i30_7T 1 '` - JZ m (.w i , m 21 N q '� :� r> i �, _ �5�UE9.. IL 6SL ) tf 3 v�l 2706�..•_. 5 C=, vim..,.:.:..,. ABSTRACT UNE APPROXIMATE LIMITS OF EFFECTIVE m o , i m 30{ip:__� N r » . r 100-YEAR FLOODPLAIN PER LETTER OF MAP vl r MI y o>! `* 'i35-+�5-1Si26_ '� 38 �6 ' z O 114.94' r - 17 m N io 7 cy o ? cd n4 �' ] 15.00'16.M1T %'�' 19 - '2 29 W r - in n N d' "`uvii __ '� �+ k 1 `x 1' REbi510N BASED (bV FILL (LW1R-F DATED w O , ---.- ^ o 2� » . z� ' '}' _ __ _ _ 7,30' MAY 26. 2005. CASE 05-06-0757A. N .. It, 2 .0 N m O WN +"AV a 120Q' 16-N'i-El' J �� 1` t..'3 38.56' „ '.' Z ,n N rn l0 2 ' u, v 1 124. 15' 15.16 4 i ,^� io S 8937M14 E ' N Io o iol ✓T i ' �I S 85,7 1 0--r2$,�$'__ C'a �1 i1i m r r 1(r ; GIRF ._____ APPROXMATE LIMITS OF 100-YEAR r a , , 6'26" E ' ur 12' BSL 5' uE rn P In W ' p 22 g'r ' 115.00' J S 89'31'44" E m $ 89'37'4R" E , 2 Q 'N 2 in » ` m a FLOODPLAIN PER LETTER OF MAP REVISION , 'r`1-30. ^ N ; 1 714.57' im w V �' , ,�, m' ;n' �, (o �. DATED JANUARY 17. 2002. CASE ro W b ( .�7¢, ( .00' ' 0 129.27' ' 7n y -7 w 20 ,. / g60-06-tO08P. o ! S 89'31'44" E z 18 la; S Ali :ri o'C.J iN -" , u' f� r �' / M 'vz 1 S N ^o, „, po ,w N ' M w 19 28r� 1 g a� St" o; x �� a sror p' w 2 ya •T' 114.99' H5' BSl w» r a •� a+ 11 E % v �"� ' S � / yE. e TYPICAL LOT <ro �i____-- 5' UE �- rG 15' 8Sl ^) 1 o BS� o dv 1 «. w� v 81'Oi' g,TEE�. _ ' ri5' BSL ,J '.u� J15' BSL ---L oP av 0p ' S1" i°" ' ,�/ ' �� p ' t-__'. 5' UE 25• Z i i i i n 5 P ,or c,�-33-64- ____7{" L o5 T. . 5' VE r _.- G i-----_. (._-- �' r 1 �„ ,3' ti 5.04' z a'' CIRF 23 I ,:� I__,7 'a._120§� ' 47..tr9=______73;g8_ %�y,,,, �" z ' S m L'i� S 83'38'07" gg:_ _ �p �-O'� h p �� 2 urJ� �',53.89'�_-.... Gs.---- 62t00'--- -"6666'S_VE a, ,c 15' 8SL S, uE w oQ ' 1 _ I zi6' LL ' Lno L41 MONUMENT ` ---+- - _ N 88'36 18" E 123.76' �`- r ,( BSL >d \_ l55 L4�0'L5 L49 ho X..CUT N1 ct3 N `�>M > 7752' ..z�' .1n , r 70332-'-__.Y �-L� 1 46.24' 66.47' .- - _ ____S 85.16'26" E---'�`a 48.42' N($8_35'24" E 11183' L50 1'289 ° N 12376' 534.23' r �;0 47.28'- ii S POcQ 9p � T cfl SF, 10' DRAINAGE EASEMENT BY THIS PLAT I I h O K1 N C4 0 Z 19.07' `L42 () 6 25.- FIRFIRJ ",'1'___ L5'uE o MIN ____64.10`-__ JR" _.52.47`-iiS4' ____64.00---- __4822"75.78 ____697T_ 6S4Fp iv FP T/IN� 25 a, N 562A a ni 563.E o, 564.7 w 565.6 nI 566.0 �, 566.1 N 566.1 566.0 n 56 IN 1 2 3 w 4 5 A 6 7 0 8 r t0 ui r `^ 12' BSL •-v `" o _- . 00' 55.92 7 38 _.... 64.00' 6 30' WADE DRAINAGE EASEMENT BY THIS PLAT -_____- - MONUMENT U2 cI F o " �l.ADEWATER DRIVE '` �=---"--- 'x'GUT - -1318 W at' as ` - s4.6o' -- - _`64.00'___ ___ sozls at - 8535'- cis �50.00'-"� • MIN - MIN �566.5 A. MIN----_�>' I ___.6400. ___ uE-�64.00" __ -'-64.00'---- -�---, CiRf Cl a it 6 6.3, .uoi, voi �' .1 567.1 o El 5' BSL N 567.1 8 N 12 13 15 16 o M n _ 0' 60' 120' 180' MIN 4.00' 64 00' 64.00' 64 00' ' 64. 64.00'17 _ N 88'3524" E 439.92 _.�,-_`~ __- __ ______ ____ _ ____ __ _ �IIIrIr 64.0.4 . FP Fp � MIN v 566.1 5651 FP MIEN MIN `4 ------- t-- - 563.1 FP �° L a 6 s 1- 60 ____-_____ E 600,48' 64.00' 562.E m 6825 v7 64.00' SCALE: "� '-___.■��s ��rlR�t+�INEIIr ____64.00' 64.00' t7.09 ¢�,? ______�� o, -, / `i r•�i5' SANITARY SEWER EASEMENT i��►E ^ / •S VOL. 4435, PG. 366 - ,)�.." FINAL PLAT D.R.D.C.T. 'tw S 73'73'42" E O - T�,�O_ OF COTTONWOOD BRANCH ""�..:;, ;� cti, o TRIBUTARY 2 APPROXIMATE LIMITS OF EFFECTIVE 100-YEAR r LIMITS OF EFFECTIVE 100-YEAR FLOOOPLAIN PER LETTER OF MAP REVISION DATED _ _ THE TRAILS FLOODPLAIN PER LETTER OF MAP REVISION BASED // JANUARY 17, 2002, `i _� ON FILL (LOMR-F) DATED MAY, 26 2005 CASE CASE #00-06-1008P �/'A`w�x'' 47 wPHASE 15 05-06-0757A. i 30' SANITARY SEWER EASEMENT VOL. 4435. PG. 360 25' DRAINAGE EASEMENT VOL. 4975, PG. 1393 LOT 2, BLOCK A COMMON AREA/OPEN SPACE, /FLOODWAY & DRAINAGE ESMT TO BE OWNED & MAINTAINED BY FICA 9.29 ACRES -.... N 89'S2'21 W 1170.11' '21 n MEADOW�RE d dTY GF FRL9C0 ODOROIHAiiS CAB. �'d 1,5 2, R D g x p A MEP PAP Trz , n" Z U, PG. ,47 P.R.D�.T. 348 m a �- MONUMENT gl- -X- CUT IN CONCRETE AT THE INTERSECTION MONUMENT ¢2- "X" CUT IN CONCRETE AT THE OF PLANTERS ROW & GdADEWATER DRIVE AS SHOWN HEREON: GLADEWATER DRIVE & D��/01WNBROOX DRIVE AS SHOWN INTERSECTION OF HEREON' © N 7109397.2604 N 7509355.5268� / /. R�f3�zs/�Qp/t poi+rzmaN rA9 0, �Is,�1saL�� p a ro E 2462792.2049 E 2463759.1829 tr% 6 3 y v V I a 2 561.70 2 561.53 %-ice A SUBDIVISION OF 26.989 ACRES 71 RESIDENTIAL LOTS DEVELOPED AT PD-75, SF-5 STANDARDS 30' WDE DRAINAGE EMENT OUT OF THE BYS'tHIS PLAT C. BOHRMAN SURVEY, A-86 t M.E.P. & P.R.R. SURVEY, A-920 ----------------- ?tir ---------------------- & J.W. COX SURVEY, A-219 -------.-_� `� CITY OF FRISCO .-- DENTON COUNTY, TEXAS FEBRUARY 2006 ASHTON ENGINEER: SURVEYOR: BASIS OF BEARH ' W0005 '" J 0 N E S& C A R T E Kim COTTON SURVEYING �.r E NGINEERS,PLANNERS,SURVEYORS COMPANY BEARINGS BASED ON IRON RODS FOUND PER RECORDED PLAT THE TRAILS PHASE 14. CABINET W. PAGE 432. P.R.D.C.T. _ 3030 LOJ FREEWAY, SUITE 910 3030 L&i FREEWAY, SUITE 910 13800 MONTFORT DRIVE STE 100 DALLAS, TEXAS 75234 DALLAS, TEXAS 75234 ,A.�N� H ■ DALLAS, TEXAS 76240 (972)488.3880 (972)468.0440 U&C PROJECfSWbWn WOm Rmidmtlal, UAD107)\(003)Aw Traits PMx, 151SheeNXD0,RwI Mat-TmAs 15,Re&ed.avg, 2a27/2006357:14 PM, OM