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HomeMy WebLinkAboutS-0285-HHH Map 1n 0 ff ARKANSAS STATE PLANE COORDINATES O 175593.97 E 1173038.03 __N O N 176430 96 E 1 173079.30 N 176480.74 E 1173083.94 176466.21 E 1173239.97 5 -14 N 176454.90 E 1173287.58 O N 176380.27 E 1173478.03 7 N 176208.72 E 1173588.97 8 N 176188.74 El 173587.99 9 ------------------------- N 176181.85 E 1173727.82 10 N 175942.14 E 1173716.00 11 _ N 175949.03 E 1173576.17 iQ N 175494.58 - E 1173553.76_, 13 N 17550194 E 1173363.99 14 N 175550.64 E 1173366.30__ _ 15 N 175557 53 1173226_47 16 N 175584.62 .__E E 1173227.80 \ V VCR 50 0 50 150 Scale 1" = 50 ft 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 i 050181 0029 F, Oct. 19, 2001 \ 4 \ J / \o 120' AP & L Esmt. S84°40'41E R 175.00' \ ---- '� 156.70' CDS76°38'26"E BUCKLAND - _ ® C48.94' L f TP ^ \ `✓+L� � O ---- - S84'40'41"(z- -- - u 156.70' - - - S6,33 00 C1 -- z 2 r„ 10, _ 0 14.0.13_ ss' E Ap & < N r 5683 10,14 o 276 00 2 9 I I--� 81019. •� CN 292 .Q() 9ppp N I I MINIMUM FLOOR ELEV. \\ Ln 2 140.00, 265.00 1 w 0 pal I co 307 Ldpo _140.00Esmt•�\MINIMUM FLOOR ELEV. \ \ 265.00 1 277 CD p p0 5.0' I 2 9 0 I I 9d 1 f 5.0'-�I \ 9dpp 144'17'15" IO I Iof o J 140.00'- CD f O CV of 293 0 -; _} 140.00 I r I MINIMUM FLOOR ELEV. 0 9 �'6 265.00 100 YR. FLOOD I 25A' 9dOpl I I O ELEV. 264.0 O I 9dOp 140.00' 306 to MINIMUM FLOOR ELEV. NO 278 265.00 CD 289 10 �' 9dpd I L- O I N I� h+l 9dp / 0D I I o f 0 140.00' I � Q Sri 1 I o / 294 00 9dpp I y 9d p 140.00 I I MINIMUM FLOOR ELEV. 265.00 � 25.0' 9dpp � � I ,L, 25.D' ,`��w 9dp° 140,00 / 0 305 j to C14r , N v m MINIMUM FLOOR ELEV. p 279 d- � �� Q to o I 9dpd I 265.00 -�N B U Ia v � E z II o 9dpp 140.00' I o p0 0l I� 295 O gd I N N 140.00' �I MINIMUM FLOOR ELEV. N 9dppl -~ I 265.00 9ppp I 1 I I 0 I 19d°° 140.00' N i 304 l0 a o w MINIMUM FLOOR ELEV. Ir 280 0 287 to o I I 9dpp n 265.00 I I� � dpp I of o 9 140.00' 296 - p 140.00 �I MIMIMUM FLOOR ELEV. O \1 9pOp I I 265.00 do°I I o' 303 to �a1 9dp O ' hsl 0 I_ I 140.00 � 1 MINIMUM FLOOR ELEV. 10 281 0 286 10 I 9d r I 265.00 I pd 25.0' I 100 YR. FLOOD IELEV. 264.0 9dpd I o I 297 0 9dpp 140.00' dpo 0 1 � i 0 I 10/ I dpo ' Esmt. Q / L _-140.00_ _ 302 to p MINIMUM FLOOR ELEV. 10 282 N 285 m to I } 9dpp -5.0, 265.00 CD ui I o N (V I 25.0' 25.0' Ol 5.0' /� dpp Ui J I140.00' 9doo' 9a I OI 29 8 140.oO' °O° ^I MINIMUM FLOOR ELEV. 9d0 'D N87010'38" W w N I ! 2/ �� o 25.0' 190.00' N c- gdp s /1 1 (�o N 140.00 a°°. `n 301 I i C CYPRESS POINT WEST i CV I i 5 14 MINIMUM FLOOR ELEV. N8140.00' W w �n 265.00 PLAT BK. G, PG. 668 CV zi.- I^ j 283 1 284 O �' N v� Z Cn � 9dpd 8 I N 140.00' jgh 299 Z © N87°10'38"W m 190.00, J2V/ PLAT 8K. G, PG. 668 /qf 300 � BUCKLAND ROAD 263 I 262 CYPRESS POINT TFEST PLAT BK. G, PG. 668 CENTERLINE CURVE DATA ;URVE LENGTH DELTA TAN. RADIUS C1 C2 42.08' 186.99, 16.04'30' 71'25'3S 21.18' 107-84' 150.00: 150.00 NE114 NE114 261 SE114 NE1/4 PAGIS Marker # 2090-0018 R 175.00' CDS32°53'24"E LC204.30' CV N_ �O o S87° 10'38" E U' 8 140.00' 9000. 140.00' T 9do 25.0' II o of0 I 308 ! o MINIMUM FLOOR ELEV. W 25.0' 265.00 b I 9 140.00'CD `V o pp I 0p CD NN J C/% I V o m N� N 309 0 P MINIMUM FLOOR ELEV. h1 I I 265.00 I 9d°p 140.00' 90., " N87° 10'38" W 10 140.00' I �, 0 h eF ti U 0 O L6 Lr") d- 0 NE1/4 NE114 SECTION 14 T-2-A". R-14-W 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. 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. 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 REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF FINAL APPROVAL 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 FILED FOR RECORD 20 IN PLAT BOOK PAGE GENERAL -NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 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 S84'40'41"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 S68'36'11"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 S32'53'24"E, 204.30 FT.; THENCE S02'49'227W, 20.00 FT.; THENCE S87'10'38"E, 140.00 FT.; THENCE S02'49'22"W, 240.00 FT.; THENCE N87'10'38"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 N87'10'38"W ALONG SAID EXTENDED NORTH LINE, 190.00 FT. TO THE NORTHWEST CORNER OF SAID LOT 300; THENCE NO2°49'22"E ALONG THE EAST LINE OF LOT 299, SAID CYPRESS POINT WEST, 46.75 FT. TO THE NORTHEAST CORNER THEREOF; THENCE N87'10'38"W ALONG THE NORTH LINE OF SAID LOT 299, 140.00 FT. TO THE NORTHWEST CORNER THEREOF; THENCE NO2°49'227E 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, - T90.00 FT. TO THE POINT OF BEGINNING, CONTAINING ,1T.79T0 ACRES MORE OR LESS. 1 v, I 1 % J'l ti V n C/ f /! NW 1 /4 NW 114 P•,�\°\`�,�, I " , �0, 1 SECTION' 13 T-2-N, R-1 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 14 T-2-N, R-14-W t.�'O f l PULASKI COUNTY, ARKANSAS fir, OCTOBER, 2003 © z)ATzL & a71ss®Vilf k 11 llwYy w(c. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAKING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 03-0660 road 2002 Ei :BE :;I OE daS and 1V1d\EdA3\H3NV8\EO02\ N