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HomeMy WebLinkAboutS-0285-HHH Map 3ARKANSAS STATE PLANE COORDINATES 10 N 175593.97 E 1171038.03 20 N 176430.96 E 1173079.30 3Q N 176480.74 E 1173083.94 04 N 176466.21 E 1173239.97 (5) N 176454.90 E 1173287.58 © N 176380.27 E 1173478.03 70 N 176208.72 E 1173588.97 ® N 176188.74 E 1173587.99 90 N 176181.85 E 1173727.82 10 N 175942.14 E 1173716.00 11 N 175949.03 E 1173576.17 a12� N 175494.58 E 1173553.76 (13� N 175503.94 E 1173363.99 14 N 175550.64 E 1173366.30 15 N 175557.53 E 1173226.47 i6 N 175584.62 E 1173227.80 R 50 0 50 Scale 1" = 50 ft 150 A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. FIRM Community Panel # 050181 0029 F, Oct. 19, 2001 �\ C, o p�/F/C yo% \D 120' AP & L Esmt. N \ S84'40'41"E R175.00' Lu O 156 70' CDS76'38'26" E DUCTZT 0) O LC48.94 T 0 CIRCLE S84.40.41'E - \ l� L O ,� 156,70, ,S6& 00 z _ 140.13_ -� Cl -�20 SS 568.3 \ FQ77t 10 ? 611'E esmt.°q 55, 74j69 I \ 276 2 91 I� w {� I ? 119 --,L a .� I ^ 0 1 `� o All°I 292 4O Qri 943 I ^I MINIMUM FLOOR ELEV. \ U') a07. 277 278 279 281 282 0 0 0 N 0 0 LJI r- SIS 0 0 O 0 CD 6 CV gGpO 140.00' 265.00 dpol CD fI 307 \� g L.�Cp� 140.00Esmt� �� MINIMUM FLOOR ELEV. \ I- \ 265.00 1 -- 9d°p � 5.0• I ' 290 ILO I �\to 5" 1 .0'� gdp0 n1 14417'15IO I I� CD o U 1 140.00 - J I I O N �► 293 cD 7_}- 140.00 I MINIMUM FLOOR ELEV. q 90p°l 265.00 ,i 100 YR. FLOOD I 25.0' SGp°I I p aEv. zs4.0 I 1 � gGoo 140.00' N I 306 to MINIMUM FLOOR ELEV. N 265.00 r 289 io a I 43 1 i IIl a I gGpo I o o 140.00' 1 Q u-i 1 o / 294 LO , gGpo 140.00 1 r I I MINIMUM FLOOR ELEV. / IR 265.00 1 25.0' `° w °° ; 0 3 05 10 2s.o' gG 140.00' o Q I U MINIMUM FLOOR ELEV. p 288 Ip � I g°ppj 265.00 I �N E M ' W z 1 w rf g 140.00' 1 I N N 295 140.00' '-I N MINIMUM FLOOR ELEV. N gGp° 265.00 I gG- 10 O 0 i IgG°° 140.00' 1 304 I� ►-a 28 7 MINIMUM FLOOR ELEV. too gG0° 265.00 I 140.00, II a 140.00 296 MINIMUM FLOOR ELEV. \ gGpo G I I 265.00 °pl q' 303 to 0 I• 140 00' O ' MINIMUM FLOOR ELEV. 0 OO , 265.00 �' IO gG 100 YR. FLOOD 1 25.0' I^ M. 264.0 o gGpp I 140.00' I I o� 297 o G 41 I / 9G° g� GI I I / I ,p� 10' Esmt 140.. / 302 0 l0 00' MINIMUM FLOOR ELEV o 285 OO -'1---� �- 5.0' 265.00 I I- I apo �' O IN 25.0' 25.0' I o 0 g 5.0'� 1 1r o Ui o of I / 0 gdp0 1 -140.00L I 298 o o _ s0 140.00' 00• 1@ 1 MINIMUM FLOOR I 265.00/ ELEV. o g(jp o� r' 25.0' N87' 10'38" W LL1 &v I o 190.00, N I o N I� gGo° 140.00' 9000. `n 3 01 ` I 0 N a u� CYPRESS POINT WEST o _ N87' 10'38" W w _14 MINIMUM R ELEV. �� 26! 00 PLAT BK. G, PG. 668 284 g 140.00 '4 � � I^ 283 N 140.00' vO' 5000, 299 z © N87'10'38"W 47 190.00' PLAT BK. G, PG. 668 PAG I5 rjA,90/1K t N'`7i0�0' Oli�iZ �v 300 BUCKLAND LOAD / 264 263 262 CYPRESS POINT WEST PLAT BK. G, PG. 668 NE 114 NE 1/4 261 SE1/4 NE114 CENTERLINE CURVE DATA CURVE LENGTH DELTA TAN. RADIUS C1 42.08' 16'04'3T 21.18' 150.00' C2 186.99' 71.25'33" 107.84' 150.00, PAGIS Marker # 2090-0018 CDS320'53'24' E LC204.30' 0 0 6 4�GISTERt� . '0..... ••''•• NAL LA�...•'''a /rfS�ATE p f n' 6? AR n',.N9AS N RE6ISTEREO � PROFESSIONAL ENGINEER �TN0.5033 ,�'Q r ��E�rr U I Goo � g 140.00' cv o 9Gpp � I N N C O o I� o0 NI 309 -I MINIMUM FLOOR ELEV. cV I 265.00 I I gGp° 140 00' 90 N87'10'38"W 140.00' MA I w 1, io-0203 0 ti U N N rn N O r� NE114 NE1/4 SECTION 14 T-2-N, R-14-W N h U T 00, CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. RANCH PROPRTIES, INC. 2 s 900 S. SHACKLEFORD, SUITE 300 DATE OF EXECUTION LITTLE ROCK, AR 72211 BY INSTRUMENT NO. 89 62166 CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 25 � DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULA 0 HAVE BEEN COMPLIED WITH. �0 IF DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS RTIFICATE OF FINAL APPROVA PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE, CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER �ODL1013g1'2 ,FILED FOR RECORD reh 18 20CA IN PLAT BOOKT_. PAGE ��'� < ,'•. GENERAL NOTES: 3 s Z 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS r� 7 2. ALL EASEMENTS SHOWN - - - - ARE TO BE USED „ FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 6. THE MINIMUM FLOOR ELEVATION OF 265.00 IS THE MINIMUM REQUIRED BY LITTLE ROCK ORDINANCE. 7. ALL LOTS HAVE A 10 FT. EASEMENT ACROSS THE FRONT, ADJACENT TO THE STREET RIGHT-OF-WAY. LEGAL DESCRIPTION PART OF THE NW1/4 OF SECTION 13 AND NE1/4 OF SECTION 14, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 282, CYPRESS POINT WEST, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE NO2'49'22"E ALONG THE EAST LINE OF SAID LOT 282 AND ALONG THE EAST LINE OF LOTS 281, 280, 279, 278, 277 AND 276, SAID CYPRESS POINT WEST, 838.00 FT. TO THE NORTHEAST CORNER OF SAID LOT 276; THENCE N05'19'19"E, 50.00 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF BUCKLAND CIRCLE; THENCE S8,V40'41"E, 156.70 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 175.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S76.38'26"E, 48.94 FT.; THENCE S6936'11"E, 204.55 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 175.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S32'53'2eE, 204.30 FT.; THENCE S02749'22"W, 20.00 FT.; THENCE S8710'38"E, 140.00 FT.; THENCE SOT49'22"W, 240.00 FT.; THENCE N8710'38"W, 140.00 FT.; THENCE S02.49'22"W, 455.00 FT. TO THE POINT OF INTERSECTION OF THE EASTERLY EXTENSION OF THE NORTH LINE OF LOT 300, SAID CYPRESS POINT WEST, AND THE EAST RIGHT- OF-WAY LINE OF BUCKLAND CIRCLE; THENCE N8T10'38"W ALONG SAID EXTENDED NORTH LINE, 190.00 Fr. TO THE NORTHWEST CORNER OF SAID LOT 300; THENCE N0249'22"E ALONG THE EAST LINE OF LOT 299, SAID CYPRESS POINT WEST, 46.75 FT. TO THE NORTHEAST CORNER THEREOF; THENCE N8710'38"W ALONG THE NORTH LINE OF SAID LOT 299, 140.00 FT. TO THE NORTHWEST CORNER THEREOF; THENCE NO2'49'22" E ALONG THE EAST RIGHT-OF-WAY LINE OF BUCKLAND PLACE, 27.12 FT. TO A POINT ON THE EASTERLY EXTENSION OF THE NORTH LINE OF LOT 284, SAID CYPRESS POINT WEST; THENCE N87.10'38"W ALONG SAID EXTENDED NORTH LINE, 190.00 FT. TO THE POINT OF -BEGINNING, CONTAINING 11.1970 ACRES MORE OR LESS. NW1/4 NW114 SECTION 13 T-2-N, R-14-W PLAT OF LOTS 285 through 298 LOTS 301 through 309 CYPRESS POINT WEST AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS PART OF THE NW1/4, SECTION 13 AND PART OF THE NE1/4, SECTION 14F p�. T-2-N, R-14-W PULASKI COUNTY, ARKANSAS BY: �r0�1GG� FEBRUARY, 2004 DATE._ � b 7�,� n q� ,fir n �T�+ VV [ouL 11 lC+�uf�l� �'�iL & �La1�Y®CZA l! 1GYy ll lV LL.. ■ CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING y� 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 03-0660 Iced 7002 OE 0V L0 9 qad r4l 1V1d\EdA3\H3NV8\E001