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HomeMy WebLinkAboutS-0285-HHH Map 2ARKANSAS STATE PLANE COORDINATES 0 N 175593.97 E 1173038.03 20 N 176430.96 E 1173079.30 Q3 N 176480.74 E 1173083.94 ® N 176466.21 E 1173239.97 ® N 176454.90 E 1173287.58 © N 176380.27 E 1173478.03 07 N 176208.72 E 1173588.97 ® N 176188.74 E 1173587.99 90 N 176181.85 E 1173727.82 0 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 16 N 175584.62 E 1173227.80 �co R 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 /J;1C�F�C 151 120, AP & L Esmt. o \ \ CNV S84'40141"E R175.00' \ 156 70' CDS76'38'26' E BUCwT NTn LC48.94' \� CIRCLE 0) o S64'4D'4,'E o 156.70' s6 a \ O o z C1 836, 140,13' -- -�204 Ss' F 77 70, qp ¢ S6. < / 3B 1774 \ 1 (--� o Esm�o4.gs, o I I ,,25 27s I w �-� ?z e . 00 291 \ 9 (i�o L �yCr Jr ,CC v o N I \ Q dC14292 9 140.00' I MINIMUM FLOOR ELEV. \ to \ \ > Cd c41 I 265.00 `` N �.7 A,Esmt. ` 307 1tiQ Q3 d°0 10 \ co I I 14a.00' \ MINIMUM FLOOR ELEV. \ _ 265.00 277 290 to -50' 1 1 T 9d0 uj I h � 5.0'- j gd00 ^ '14417'15" O I oI o U -I 140.00_ L6 140.00' I NI 293 '-1 MINIMUM FLOOR ELEV. 1 0 9d 0 265.00 1wi 100 YR. FLOOD 25. 93° I I p ELEV 264.0 I I W 19d°0 0 I ar1 140.00' 278 I a! 1 306 I1I o MINIMUM FLOOR ELEV. ^ O289 °° I^ I d C6 I Q o I o 9 140.00' 1 In °o n I 9d 140,00' I F� -I MINIMUM ELEV. O 7/ 9d°° 19 265.00 9d00 �4 m I 25.0' W 25.N MINIMUM 0' e o N 9 140.00' 6 305 to 279 o �� o d M FLOOR ELEV. 0j N O rn Lr)0 I d°o 265.00 --�" 288 o = e I _ I z t� I I� I � � W 295 a 140.00' I 140.00' NI N MINIMUM FLOOR ELEV. CN °0 265.00 9d I 9d°° I I 1►'T, 140I I Ip W 1 .00' O I 304 C a 280 O 287 to o I 0d°0' MINIMUM FLOOR ELEV. ILO 9d00 O I \ 0d 140.00, I v N 140.00' 1 �I I 296 ^ MINIMU6 FLOOR ELEV. �I d00' N I� ► I 281 0 286 Io +I 140.00 303 ' MINIMELEV.265.00 Io I 9do0 I I^ I I^ 25.0' tDD YR. FLOOD I 00 9� ELEV. 264.0 2 9 7 0.00' I I oI o d d I dp0' 10' Esmt. O I o 140.00 _ - 0 3 02 to 282 0 285 Io �7 MINIMUM FLOOR ELEV. I 1CD " N N o } 9d°p Imo- 5.0' I I I.- 25.0' 25.0' OI W) 5.0'� o 140.00' J 0 298 �� o 8 1 140.00' app' MINIMUM FLOOR ELEV. N87' 10'38" W W N� 1 zss.00j 9d 25.0' 190.00, N 9dp0 o N ^ 140.00' Sao U 'o CYPRESS POINT WEST N ® N8 T 10'38» W oa P 301 � I� _ 283 PLAT BK. G, PG. 668 CV 140.00' w ' MINIM 26 FLOOR ELEV. �� 284 O /hg N ^ m I z I � e /4S N d 140.00' 9000. 299 Z so N87'10'3811W 190.00, J=/off PLAT BK. G, PG. 668 P�GI� MaRIfR 0l0- o2v2 300 BIf UCKLAND ROAD 264 1 263 262 CYPRESS POINT RIE.ST PLAT SK. G, PG. 668 CENTERLINE CURVE DATA CURVE LENGTH DELTA TAN. RADIUS C1 C2 42.08' 186.99' 16'04'30" 71'25'33" 21.18' 107.84' 150.00' 150.00, 2VE114 NE114 261 SE1/4 NE114 PAGIS Marker # 2090-0018 \ R 175.00' CDS32'53'24' E LC204.30' CV N �O O oNN S87'10'38" ® 140.00' 9000. 146.00' �9do I 0•C14 o ei 01 0 I 0 O�I 3 8 O O00 MINIMUM R ELEV.2 5. 4�GISTER4�,` ,pf TFTF j7%. ;f5 REG STEREl3 PROFESSIONAL ENGINEER No.5033 4Z-' y E��e 0 r r4so"140'00' 9° CC N 309MINIMUM FLOOR El e, N265.00140 0 '90 ' 0 °o N87' 10'38" W 140.00' I ^ oqp-o203 c' U v 0 h W �I 0 CD L6 Ln 14- F 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. RANCH PROPRTIES, INC. 900 S. SHACKLEFORD, SUITE 300 DATE OF EXECUTION LITTLE ROCK, AR 72211 4& t- 44J41Pw BY INSTRUMENT NO. 89 62166 CERTIFICATE OF SURVEYING ACCURA v 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 1, 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 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 �0^C)N N301'9 ,FILED FOR RECORD %h 19 20tA IN PLAT BOOK T_ PAGEq� C 1 I I \� :. r!.0 I , � i1 -.'.0 .i 1.�_L� �l . .. ;'.'y'T,.�1 � S r - �i •. 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 NOT49'22"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 S3753'247E, 204.30 FT.; THENCE S02 49'22"W, 20.00 FT.; THENCE S87'10'38"E, 140.00 FT.; THENCE S02'49'22"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 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 NO2'49'22"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 NW1/4 SECTION 13 T-2-N, R-14-W PLAT OF LOTS 285 through 298 LOTS 301 through 309 CYPR'SS POINT WEST AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS PART OF THE NW1/4, SECTION 13 AND PART OF THE NE1/t, SECTION 14 I - T-2-N, R-14-W PLAT PULASKI COUNTY, ARKANSAS SIn0d BY: FEBRUARY, 2004 DATE: 3 . DAAM0CIA 717F..49 H4(C CML ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING124 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 03-0660 Ired V002 CE OVILO 9 qad r41 1Vld\EdA3\H3NV8\E0C2