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HomeMy WebLinkAboutSF0431A��25t x 25' MAJOR THOROUGHFARE AND ANOTHER STREET 10' x 10' TWO NEIGHBORHOOD STREETS R.O.W. CORNER CLIP DETAIL N.T.S. 2;'." RE DtGAR 1IM lui i I 11 iU59 IF02 �? , L U>=01FRONIT _ STREET TYPICAL. DETAIL FOR SF--10 LOTS MIN.10,000 SF BLOCK G, LOTS 1-16 BLOCK H, LOTS 1-5 BLOCK !, LOTS 1-3 BLOCK J, LOTS 1-13 BLOCK K, LOT 6 M.T.S. 81ARY -- �a I�M ht , L__ - _ -4 I IIiLDwsIJ _- STREET TP_', DETPIL FOR LOTS t• SF BLOCKr t BLOCK H, LOTS6-19 BLOCK OSSiXAG C�EC ,,0AA_2� P pts DO S890 55'44"E 493.64' or 84.02' 84.02' 84.02' 14987' • 63,12' i t I !- iO14a w w t� ` 06 12 13 <y N. 12 N �. 11 q 10 e CV t , O 9 1 _ Z5 96' - - - _ 84�00' _ _ _ 5' U.E. 84.00^� 0 �7.'- A4,55, 9 * �,� W CANYON DRIVE LEO N88` 37'39"W r Z� ` 333.40' i ` r- r1 {60' R.O.W.} !o, y'l SS 7' 9" -------------------- d z I S88" 29'28"E 32.82' , 1 ! GG \SID - b \,\00- 3a 3Q t3. 0 G Lo >co �O I N col i digzZ ! L1= 67 56 54 0 R= 55. 00' C141 w W A b T= 37.061 �v }CJC3 9 ; a 1z ; C= 61 .47 N460 2221"E 0 0 B= N82° 00' 44 "E 14.14' z I- S88° 37'39"E �' 150.9 %' ..,. ,,,.. S88° 3713911E 748.43' CUB 30, LOT 4 ! BLOCK t, i' 115.97' ' 2.7 ' -- ..... CITY OF FRISCO GRID SYSTEM COORDINATES N E 7118475.11 2474405, 21 ELEV.- 649.5 ro 128.05' •- -� 128.00' 1 � ---"-15'B.C. _.._ -� ' ifl Ct � I S8 373739"E „ ' t p , 1 138.00' r }o 4 0 fi 1 of m :0 ; W, 7' 9" I i •O p-� 5' U.E. . t Imo? ,m 3 0 I uy o 8 ,� rip lCV 00 CD) 138.00' I 1 , I b l 2 Io � 1 I N 8' 37'39" t t t 138.0 ' l io I I .�+ , 1 a t0 o Ih ( rnt �l uiI , co ~ __.. _ .._. _ 128.05 128,00' � �N 30' 30'co i f(0 ! co 13a.02` " to 7 > _ 00 �3 ""E .0 _.-....__.,.--------- t © 1a I o 6 - z r c I .z` # !," .06' 7 D t� I e3 __l._ 10' D`E. w S88` 37" 9" PANTHER CREEK PARKWAY > 3 A 4 2 � O LONGWOOD i-ERRINGT CR9 E o ELDORADO PARKWAY LOCATION MAP N.F.S. i 50 100 200 SCALE*0• h I 4 d COMMON AREA 1 I r- - _ _ sas` 37'3s"F�816 6s' O 0.233 'AC. ' M - - p `t//�' ANAN - ci �. 76.22'-7a.oaT_ -:7 - _ ___,_____- - - __-_� BL!{, _ _ _ n � ' 3 88' 37'3+t" � 24 ",� I 0) 1 I•-.8' P,W M E ' ! 34 �, 3Q' _ 4.aQ 5' U E a 74.aa 74 qQ' OQ' 7J.40 ? d-77.67t y tom' c° V A..x i { _.___ __ _� AA ( ' .. 25'B,t_. "- __ _ _. _ _ ». _--..._._.._ _...._-�._ 25 BL-"----_-^-_ 177.1 87.{70 � ' + "jt 7 1�/�,,. i,� � � t �. I _ 7? 0'0 _ t✓1 i } I N89" 36'z8"PI' pI 3 _ _ - _ _ _`fI7' 9„ --"'„35, f� Fv �N - _. _ t '/ ,;-1'> o I 19 ;' 18 ;' 17 t 16 `" 15 � 14 c`'v ' 13 � 12 � � �o r t b 1I 5' U.E. om� ,ot Cx' Cx vo"i C' t' q 11 �� 1Q g - apmCAI I o 2 I I cod to I to xn o o©1 0 ""l,- Or O�t ! SitN?, e f t� �Mo' 84.16' 74.00' 74.00' `� M a ! 1 i 74.a0' 74.#aap 74.0a' 77.Oa' 77.00` 77.00' 77.a0' 77.00`rIRF , iV88�� '.' O1FI ` T a•",••97.04' ! f , 1 1 N I Haw. 1 CAI I i { O .17 yl2" FRF N$$• 37'3s"W 13a. 0' I qv I t3 , �! t 1 , r 1 ! , e i I I ,'� O 1 Ot tt.,, 1 0) , ` *i 1 a...+ 1 i # 1 ¢ 4Mj O N ! 3 4 i 6 I j 7 p 8 ► 9 1t} i 00 5 j °°r L_ 120 ts41 _ 0� R.O.W. #DEDICATION I , t Qe-- I i q {I i 10�8-.472,.:._ ��j INKS LAN zc," N44° +iiL]'V 11 TY 1Y� +J # 1t1 YY tf2" IRF _ ., . _ �__ _ '_- ____ i___� __"_ _� _i __. «_ _ __a_�. . __ .._ �______ __a _ ___.___-__i __ _ ___ _ _ !r' 'f rp * f (r}i'.i.i�.) 14.14' i y" IRF 133.02' S45* 5257"W TEXOMA DRIVE r � � � 11 �ca 4 l a' 10 _120.17' ' IRF 14.02' ', _ °� ' 1 --15 6.1.-- C14 t60' R.O.W.) Q 1 I o T-°----^-------- t W _�___ _ _,�_ __. + � t is a > s , - f __ __ r_ _ _____ __ i __-__- __ __ E_____ `___ __ ___.. __ _______ ___ _ ---_-_ L_ Ne$`3 =3s"w I 16 p ' I _ `1- - f"' r_ --1- ---�� _--__-____--- i i!� -is U.E. `° to POINT OF BECINNI'NC ► 1 ' a i I ! ! , � I $ .3 , „E 1 { 1 I t j I W } 12 UJIw 3 I 4 i I J L3 ! 2 CD 3 i 4 I 5 6 ' " t , °°I I, I I {ni... ± I i ' 'ju+ ! i -'^ �n..raw__...,. _...-.._.+a•"� k 1 1. tC In 1 { ' i 1 .00' NOTES: 1, Bearings are referenced to a Emerson Estates Ph. 1, as described in Doc. No. 2014-80, in thePlot Records of Denton County, Texas. 2. 1/211 iron rods with "CORWIN ENGR. INC." set at all boundary corners, block corners, points of curvature, points of tangency, and angle points in public right-of-way unless otherwise noted 3. X Indicates 10'x10' Electric Transformer Easement. 4. LEGEND D.E. - Drainage Easements B.L. - Building Line C.M. - Controlling Monuments P.W.M,E, - Private Wall Maintenace Easement (owned & maintained by HOA) L.S.E. - Landscape Easement U.E. - Utility Easements. H.O.A. - Homeowners Association V.A.M. - Visiability Access & Maintenance Easement - Street Name Change - Direction house will face 5. "Noticez Selling a portion of this addition by metes and bounds is a violation of city ordinance and state law and is subject to fines and withholding of utility and building permits". 6. Lots will be developed at PD-158-SF-101SF-8,5 standards. Development shall comply with Zoning No.11-04-09 as amended. 7. According to Flood Insurance Rate Map (Firm) Map No. 48121CO44OG Dated April 18, 2011 Prepared by the Federal Emergency Management Agency (FEMA) for Denton County, Texas, this property is within Zone X. 8. Placement of street trees shall not interfere with the placement of traffic control devices or visibility at intersections. Existing and future control devices may require the removalor preclude the planting of street trees. 9. Lot 4 Block- I and Lot 17 Block G are dedicated to and maintained by the Home Owners Association. ! 1_ -'1- .._ I 13 o co b, 1`I LL! 1 14(01 ___ __-__--_________ I i I I ' i ___________ __ > I «,f 1 19 18 ! 17 16 15 14 13 12 11 10 i i d t 1 8.37'3 "E - i I 3 14 t I o °° _ _. �i Io 13 _ Ia LIVINGSTON .DRIVE I , LiVINGST{}N DR, Z I # t>q -_ � ' (60'R.O.W.) S88c 3/711�39' tE , _-_________) __®_ �__ _ __-_--_- _r-_...__,_.__tRF 114.0011/2'IRFF (60 R.O.W.)12 I _ t 5'U,E. 1 �_ '25' 8.t . - _ _ _ _ i I i ------------------- b I - 1 l 5 1 2 3 " ty 1 2 - 3 4Z) I j 1 ' ' 0' O LVCn ' ml vi la j o ! ! ! , I! Cv2 588°j37'39'E 328.4 _ ___.__ _' 79.OQ' 8600t �?U.E. W 8a.0Q._.80.00, 80.00' 0' ..85.35' i - i el 1 0.. t I ' I l i "1°' " - _ JI o to lm 4 7 6 I 10 _ <r Cy _ $ 7 _ "' 6 rJN z m� i., a 10 , i I sr 4 I ' z Q L_ _ _ _ _ 25 B.G� _ _ _ _ - 2$' 6.i . I 30, 30' I S88' 37'39" 77=05� 80.00' - _ _ 80.00, 8_0.00y_ _ IMMAM ' /-sue Wf P"T j^� f }� jj i V� V BEND `��j f URI DRIVE �' IV, s »»!! Q S r : � 3 _ ` ' S891430"E 600.76' Y (60' R.O.W.) _ ' b t i I Lli I 10 k-75.UQ` I 90«86''• _ $d.Dq� �£1�i{'_ -' - $4.aU' _ •_:T4Z16T __ �r ,�ii.1ZJ'". tiy"'a % 30 $(�+ 1 I I ' 0-.1-!��_S-DE _ _ _ 5t1.E. I l > 0 I = I 30'B.L. _ ------ 3Q`B.L. I o 0 1 E i - o _ I 1 14 ,-? 1 raj 2 -0 3 "� 0 5 -0 6 -0 7 <na's' $ CM t o I if2"' IRF I 1 1 { ( } 5' P.W.M.E. 10 15'X15' D.E. RA nns AA hn. CITY OF FRISCO GRID SYSTEM COORDINATES N 7117336.35 1 2475802.41 ELEV.- 650.0 T. 10.58' t. 26.77' 21.08' B- 514�57'00"E � ' IRF � a t 11 .._.. 1 B- N15`35'28-W\\- PU,T.WC.NG,2614-83n N89 14 30 W 734 58 V2•' IRF N896T4'30"W N43° 56'Q5"11+1 LOT 17 BLOCK G 35.17' LONGWOOD DRIVE (60' R.O.W.) COMMON AREA DRAINAGE EASEMENT---------______--_--_____---_-____--__---_______-_-_--______------_-------------___----_____ 0.17- AC LOT 2 BLOCK G SCALE: 111-1001 Pr' 2 i I i I TOTAL ACRES 24.207 TOTAL RESIDENTAL LOTS 71 LINE NO. BEARING DISTANCE I. S 45°45'30" W 14.14' 2. S 440-14'30" E 14.14' 3. N 46° 03' 55" E 14.22' 4. N 35*43'05" W 24.87' 5. S 43037'39" E 14.14' 6. N 46°22`21" E 14k14' . 7. S 46" 22' 21 " W 28- 28' 8. S 450 52' 57" W 14 r 02' 9. S 13°35'50" E 20k71' 10. S 44° 07' 03" E 35. 66' CURVE NO. DELTA RADIUS LENGTH TANGENT CHORD BEARING 1k 149006'09" 55k00' 143.13' .___f 106.03' N40°49'37"E 2. 139014'24" 55.00' 133k66' 103k11, N43°37'39"W FINAL PLAT OF EVIERSON ESTATES PHASE OUT OF THE T. CASSIDY SURVEY, ABSTRACT NO. 236 IN THE CITY OF FRISCO DENTON COUNTY, TEXAS BLOCK F, LOTS 1-10; BLOCK C, LOTS 1-16; BLOCK H, LOTS 1-19 BLOCK I, LOTS 1-•3i BLOCK J, LOTS 1-13; BLOCK K, LOTS 1-1021.207 ACRES OWNER STANDARD PACIFIC OF TEXAS, INC. PROJECT NO, FP15-0051 909 LAKE CAROLYN PKWY, SUITE 1700 IRVING, TEXAS 75039 972-590-2400 CHIP BOYD PREPARED BY F ; IFe f c i SFr iona 5 , tit P' n- ti ,F { -Y{�,_ off ; _ CORWIN ENGINEERING, INC. 200 W. BELMONT, SUITE E Ir ; As ; fa? ALLEN, TEXAS 75013 a 0 Records 972-396-1200 EMERS'G ESTATES PHASEr WARREN CORWIN ,1„ mPiaq-»3 A SEPTEMBER 2015 SCALE' 1"-100' :,;;f{. _tu 31 SHEET 1 OF 2 STATE OF TEXAS COUNTY OF DENTON WHEREAS, STANDARD PACIFIC OF TEXAS, INC., is the owner of a tract of land situated in the T. Cassidy Survey, Abstract No. 236, in the City of Frisco, Denton County, Texas, being part of a 23.128 acre tract, as described in Document Number 2009-66575 and a 43.122 acre tract, as described in Document Number 2005-161737 in the Deed Records of Denton County, Texas, and being more particularly described as follows BEGINNING, at a if2 inch iron rod found at the northwest corner of Emerson Estates Phase 1, an addition to the City of Frisco, as described in Doc. No. 2014-80, in the Plot Records of Denton County, Texas; THENCE, North 444 36'28" West, for a distance of 14.14 feet, to a i/2 inch iron rod set with a yellow cop stamped "Corwin Eng. inc.", being the east line of Legacy Drive (Variable R.O.W.); THENCE, North 000 23'32" East, along the east line of said Legacy Drive, for a distance of 290.22 feet, to a i/2 inch iron rod set with a yellow cop stamped "Corwin Eng. Inc.", at the southwest corner of Panther Creek diddle School, an addition to the City of Frisco, as described in Doc. No. 02-79776, in said Plat Records; THENCE, South 880 3739" East, along the south line of sold Panther Creek Middle School, for a distance of 150.97 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", on a curve to the right, having a radius of 55.00 feet, a central angle of 67156'54", and a tangent of 37.06 feet; THENCE, continuing along said south line and with said curve to the right for an arc distance of 65.23 feet (Chord Bearing North 82" 00'44" East - 61.47 feet), to a Y2 inch iron rod set with a yellow cop stamped "Corwin Eng. Inc."; THENCE, South 880 37139" East, continuing along said south line, for a distance of 748.43 feet, to a l2 inch iron rod set with a yellow cop stamped "Corwin Eng. Inc."; THENCE, North 460 2221" East, continuing along said south fine, for a distance of 14.14 feet, to a f2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at the most easterly southeast corner of said Panther Creek Middle School; THENCE, North 0112221" East, along the east line of said Panther Creek Middle School, for a distance of 257.26 feet, to a a V2 inch iron rod set with a yellow cop stamped "Corwin Eng. Inc."; THENCE, South 88" 2928" East, continuing along said east line, for a distance of 32.82 feet, to a l2 inch iron rod set wtih a yellow cop stamped "Corwin Eng. Inc."; THENCE, North 01* 18'51" East, continuing along said east line, for a distance of 328.55 feet, to a i/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 89° 55'44" East, departing said east line, for a distance of 493.64 feet, to a i/2 inch iron rod set with a yellow cop stamped "Corwin Eng. Inc.", at the northwest corner of Cobb Farm West Office Addition, an addition to the City of Frisco, as recorded in Doc. No. 2012-115, in said Plat Records; THENCE, South 01° 2131" West, along the west line of said Cobb Farm West Office Addition, for a distance of 1733.01 feet, to f2 inch iron rod found at the southwest corner of said Cobb West Office Addition, being in the north tine of Longwood Drive (60' R.O.W.). THENCE, North 89114130" West, along the north line of said Longwood Drive, for a distance of 734.58 feet, to a i/2 inch iron rod found; THENCE, North 43° 56'05" West, continuing along said north line, for a distance of 35.17 feet, to a 1/2 inch iron rod found at the most southerly southeast corner of said Emerson Estates Phase 1; THENCE, North 000 45'30" East, departing said north line and along the east line of said Emerson Estates Phase 1, for a distance of 304.23 feet, to a 1/2 inch iron rod found; THENCE, South 88" 3739" East, continuing along said east line, for distance of 328.43 feet, to a i/2 inch iron rod found; THENCE, North 01" 2221" East, continuing along said east line, for a distance of 125.00 feet, to a 1/2 inch iron rod found; THENCE, South 880 37'39" East, continuing alone said east line, for a distance of 114.00 feet, to a f2 inch iron rod found. THENCE, North 01" 22'21" East, continuing along said east line, for a distance of 500.00 feet, to a f/2 inch iron rod found at the most northerly northeast corner of said Emerson Estates Phase 1; THENCE, North 880 3739" West, along the north line of said Emerson Estates Phase 1, for a distance of 1020.17 feet, to a l2 inch iron rod found; THENCE, South 000 23'32" West, continuing along said north tine, for a distance of 120.02 feet, to a f2 inch iron rod found; THENCE, South 45" 52157" West, continuing along said north line, for a distance of 14.02 feet, to a V2 inch iron rod found; THENCE, North 880 37'39" West, continuing along said north line, for a distance of 133.02 feet, to the POINT OF BEGINNING and containing 24.207 acres of land. SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS that 1, WARREN L. CORWIN, do hereby certify that I prepared this Plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivison regulations of the City of Frisco, Texas. WARREN L. CORWIN R.P.L.S. No. 4621 wa> G l..is,.sesra..s..we•.•.*,Coi�wIN :t�Era . ra ..% ....................«.... a 4621 THE STATE OF TEXAS § URN COUNTY OF COLLIN § Before me, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared WARREN L. CORWIN, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed some for the purpose and consideration therein expressed and in the capacity therein stated. Given under my hand and seal of office, this day of 2015. :SPAY PUg,. MRRtR ELiZABEfiH HALLFORD My Commission Expires January 27, 2016 1.-1 Given under my hand and seal of office, this 9- day of 4, 2015. Notar Public t and fo the S ate of Texas CERTIFICATE OF APPOVAL APPROVED BY THE PLANNING & ZONINGCOMMISSION OF OF • TEXAS THIS THE_-tDAY OF _►lY_i�! i2015. PLANN G & ZONING COMMISSION CHAIRPERSON FINAL PLAT OF ME:P C�� ESTATES PHASE 2 OUT OF THE T. CASSIDY SURVEY, ABSTRACT NO. 236 IN THE CITY OF FRISCO DENTON COUNTY, TEXAS BLOCK F, LOTS 1--10; BLOCK G, LOTS 1-16; BLOCK H, LOTS 1-19 BLOCK -I, LOTS 1-31 BLOCK J, LOTS 1-13; BLOCK K, LOTS 1-10 24.207 ACRES OWNER STANDARD PACIFIC OF TEXAS, INC. PROJECT NO. FP15-0051 909 LAKE CAROLYN PKWY, SUITE 1700 IRVING, TEXAS 75039 972-590-2400 CHIP BOYD PREPARED BY F i led o Reco -d i, Uh off icial -acof ds 01 a CORWIN ENGINEERING, INC. Dent";' 200 W. BELMONT, SUITE E r"r ,j-,jg � 11!27A ALLEN, TEXAS 75013 PS a Plot Rei:o.i 972-396-1200 ii,;,.x EMERSOK ESTATES WARREN CORWIN Doc Kwuhp-5 = 2015- 356 SEPTEMBER 2015 &Mount SHEET 1 OF 2