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HomeMy WebLinkAboutS-0285-HHH Map 4ARKANSAS STATE PLANE COORDINATES 10 N 175593.97 E 1173038.03 20 N 176430.96 E 1173079.30 30 N 176480.74 E 1173083.94 04 N 176466.21 E 1173239.97 ® N 176454.90 E 1173287.58 Q N 176380.27 E 1173478.03 77 N 176208.72 E 1173588.97 ® N 176188.74 E 1173587.99 Q N 176181.85 E 1173727.82 Q N 175942.14 E 1173716.00 11 N 175949.03 E -1173576.17 12 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 1® N 175584.62 E 1173227.80 \ \C/-/c �OCC� / S 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 \ \ & p C jC 00 \D 120' AP & L Esmt. o \ \ S84'40'4 i"E R 175.00' \ R. 0 156.70' .4 D $ 26 E BUCKLN9 Ao LC48 \ CIRCLE O S84'40'41"E �- Q 156.70' S 68, o0 z Cl —�\2 4 SS1,F 110, _ a 140.13' _ AA ¢ CPN s 10, � — trg r 0q 5 1 4' O 276 291 ICo �-\ ? \ , I E B o " \ 292 140•00' ^I MINIMUM FLOOR ELEV. ` to I 265.00 � \`^307 �4 Q3 g i �p0 10' Esmt. \ MINIMUM FLOOR ELEV. \ \ 265.00 277 2 9 0Ui - 5.0' I I ' 5.0�` p0 r` 1441 , 11^ I uUi g� 7tJo of 0 140.00 _ LO C14I I 293 N 140.00' ^ o Apo MINIMUM FLOOR ELEV. 9 Op I 265.00 ,L6 100 YR. FLOOD I 25. 9G 1 r, I Ip o I El". 214.0 I 140.00' � 1 3 0 6 I� 278 Io / pp' �MINIMU2 FLOOR ELEV. IN o 289 hQi' I gd I o^ I ICD 6 I oo g� 1 140.00' 1 Apo �I / 00 g ^ / gGpO 140,00 -I 294 MINIMUM FLOOR ELEV. n 265.00 g�oa a 0 I 25.0' w 25.0' w goo 0 N �� 140.00' 305 to 0 d " MINIMUM FLOOR ELEV. 0 N O Q �1 r+ 279 2(JCJ 10 otv I �Op ^ 265.00 — ICN (V uj ' Z g I E O z I I^ I e I w o g0rid I o1 lad, o g�°o 140.00' 1 N 295 140,00CN MINIMUM FLOOR ELEV. N p0 265.00 g0 I I I^ 9tl I O I I o Igo°° 140.00' 304 O 280 0 287 1CD o I + pp. MINIMUM FLOOR ELEV. I I� U 265.00 I ^ H 140 1 I g� I 296CD .00' 140.00, �' ^1 MINIMUM FLOOR ELEV. �p0 0 I I 215.00 , 9 I G°°I 1 �' 303 to a gGoo 0 1 C� I 140.00 1 MINIMUM FLOOR ELEV. 26, CD 286 ^ 265.00 to 0 ►o 1� i I^ I I^ 25.D• 100 YR. FI.DOp 8I 297 o gd°° �140 00, I I E C. ^1 0 1 C riq ;I p0' 10, Esmt. O I jI I L _140.00_ — o 302 Ig O °� MINIMUM FLOOR ELEV: I 10 262 6 85 m to (— 265.00 " N N o 1950� I� 5.0. I ^ I25.0' 25.0' OI 5.0' o I^ of ,4o.00n= L \ ° 1 298 9 °o I 0 140,00' 0 ' ® I MINIMUZ FLOOR � ELEV. ^ � gdp0� N871013, W - I / 25.0' i 90.00N N g,J 0 / o (N 140.00' 9o0•o ui o CYPRESS POINT WEST m N © • = 301 to 1ri PLAT BK. G, PG. 668 NS 1 38 W Lid I 4 MINIMUM FLOOR ELEV. 1 283 tea o 140.00' N 265.00 m z = /ry8 N ' N gG 140.00' 9O00, 5000, 8" 299 Z © N87' 10'38"W i2 190.00' �/� PLAT BK. G, PG. 668 PSG 15 MatzlcER N° ° 7'o10 - o213'L 300 ^g el BUCKLAND -�— ROAD 264 I 263 I 262 CYPRESS POINT RIEST PLAT BK. G, PG. 668 CENTERLINE CURVE DATA CURVE LENGTH DELTA TAN. RADIUS C1 C2 42.08' 186.99' 16'04'307 71'25'33" 21.18' 107.84' 150.00, 150.00' NE1/4 NE114 261 SE114 NE114 F PAGIS Marker # 2090-0018 �. R 175.00' CDS32'53'24" E LC204.30' �9'' O NNIoI o , —S87'10'3 40.00 14N10.008,Oo 0' v 308 MINIMUM ELEV. i 9dp0o1 o265.00 GS.STE..R�� L AKA,ASAS s 1281 VIA O SIG TUNE 1 o?6z Mwy� r�N'4L LASS 1,40St A TE�a<�, ARGNSAS N +v REGISTEItE0 PROFESSIONAL ENGINEER No 5033 E g 140.00' N o 0 IgGpd O j C N V) I CD 0I IN 309 o CDN '-IMINIMUM FLOOR ELEV. N I 265.00 10po g 140.00' 9 O00 " N87'10'38"W 140.00' -�•�IGI I:ljr�.IC� - I �, „- tJ' F U 0 F w �I 0 0 LO I=t N N rn CV O N NE1/4 NE1/4 SECTION 14 T-2-N, 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. 2 s Q 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. 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 RULWE— DATEHAVE BEEN COMPLIED 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. 1,9 4r__� DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER 22DA013II9 FILED FOR RECORD Fro Ig 2034 IN PLAT BOOK PAGE C, !'.`i i;'I.LY,Ci{s�a ,;1i".I'<?<f<. r F4 '•. --LELERAL -NOTE-. 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 N0749'22"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 NO5'19'19"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 S7538'26"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 S0749'22"W, 20.00 FT.; THENCE S8710'387E, 140.00 FT.; THENCE S02'49'22"W, 240.00 FT.; THENCE N8T10'38"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 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 N87010'38"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. AFW1/4 NW1/4 SECTION 13 T-2-N, R-14-W PLAT OF LOTS 285 through 298 LOTS 301 through 309 E'S� MA, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS PART OF THE NW1/4, SECTION 13 AND PART OF THE E1/1:, SECTION 14 NA L T-2-N, R-14-W s Signed PULASKI COUNTY, ARKANSAS BY; FEBRUARY, 2004 DATE: • CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 03-0660 Iced 0002 OE Ob L0 9 OaJ rVl 1V1d\EdA3\H3NV8\E00