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HomeMy WebLinkAboutS-0285-AAA Map 5R 100.00' CDN63948'07"E LC 104.56' 120' AP & L EASEMENT a 87.90, ,4 - o 3: S87°35'41"E / % _ -- S844_0a'"E - - - - - - 152.93' 152.93' 902SOS @ - GAO - - - _ _ - - --- o Z �-- -- 7450'5d h 87,90, -- 15 55 n2,11 Bldg. Li 9t19 m 0 / 79444'10" I J 275 10' Esmt.••-�- ' 133'45'00" / ION I 25.OG 25.00, I I 276 O / I ° � 06 140.00' 90'00, _I 9aoo I o I I / 25.00' 1-10' Esmt. O . 140.00' o CD 274 N lO o°° 0 1 FV 0° Qpa``Y 9000, sty 0 0 0 0 90.0°. 0 O O 900 N I O 140.00, 90 272 I I I. 0 o 140.00' 90 Io Q'i , a r^ i lll CIN I /v / 1 F 10' Esmt� 140.00' 90.,1 270 I �o I� � I 140.00, 9000• 277 0 140.00, 2/8 0 0 140,00, dp0 9 p 0 C6 279 0 CV N cn V N 140.00' o° 9° 280 0 a 281 0 o� o 50 0 50 150 Scale 1" = 50 ft 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. /3a o3 RANCH PROPRTIES, INC. 900 S. SHACKLEFORD, SUITE 300 DATE OF EXECUTION LITTLE ROCK, AR 72211 < a2 /c L(%Cl�u pnrs BY INSTRUMENT NO. 89 62166 CERTIFICATE OF SURVEYING ACCURACY .............. • sTATFOP°•• I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS :' NSAS PLAT CORRECTLY REPRESENTS A BOUNDARY N .1zs1 M SURVEY MADE OR VERIFIED BY ME, ALL p� MONUMENTS REQUIRED ACTUALLY EXIST AND s1c,uATU >• °oQA9� rR ��o° ARE CORRECTLY SHOWN HEREON AND THAT ALL •° � ....... SURVEYING REQUIREMENTS OF THE LITTLE ••.,�1'�1LLN� °,,. ROCK SUBDIVISION RULES AND REGULATIONS ......•••.°'••"' HAVE BEEN COMPLIED WITH. 5-3v a3 DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY CYPRESS POINT WEST �$ A R "SAS I, TIMOTHY E. DATERS, HEREBY CERTIFY PART OF THE NE1/4 OF SECTION 14, T-2-N, R-14-W, LITTLE ROCK, �, * * * THAT THIS PLAT CORRECTLY REPRESENTS A PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: �CE6tSTEII�� PLAN MADE BY ME, AND THAT THE BEGINNING AT THE NORTHEAST CORNER OF LOT 4, CYPRESS POINT, AN PROFESSiiDtN ENGINEERING REQUIREMENTS OF THE LITTLE ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON $ ENGINEER � ROCK SUBDIVISION RULES AND REGULATIONS THE WEST RIGHT-OF-WAY LINE OF BUCKLAND ROAD; THENCE NORTHWESTERLY ALONG THE ARC OF A 175.00 FT. RADIUS CURVE TO THE LEFT, a .0 ®�i® No.5033 �G@l0 HAVE BEEN COMPLIED WITH. A CHORD BEARING AND DISTANCE OF N38'46'18"W, 52,09 FT.; THENCE N4719'5CW, 193.52 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A B;�, 475.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N49'40'28"W, 38.85 FT.; THENCE S51°12'46"W, 158.41 FT.; DATE OF EXECUTION TIMOTHY E. DATERS THENCE N56'06'04"W, 75.23 FT.; THENCE N85'08'18"W, 318.29 FT.; REGISTERED PROFESSIONAL THENCE S75'59'13"W, 190.12 FT.; THENCE N1946'32"W, 200.23 FT.; ENGINEER NO. 5033, ARKANSAS THENCE N0337'03"W, 186.11 FT. TO THE SOUTHEAST CORNER OF THE N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14; THENCE NO2°49'22"E ALONG THE EAST LINE OF SAID N3/4 W1/4 NE1/4 NE1/4, 873.37 FT.; THENCE S87°35'41"E, 152.93 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 100.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N63'48'07"E, 104.56 Fr; THENCE S84'40'41"E, 87.90 FT.; CERTIFICATE OF FINAL APPROVAL THENCE S05'19'19"W, 50.00 FT.; THENCE S02°49'227W, 838.00 FT.; THENCE S8710'38"E, 190.00 FT.; THENCE S02'49'22"W, 27,12 FT.; THENCE S87'10'38"E, 140.00 FT.; THENCE S0749'22"W, 46.75 Fr. PURSUANT TO THE LITTLE ROCK SUBDIVISION DI THENCE S8710'38'E, 190,00 FT.; THENCE S02'49'22"W, 32.31 FT.; RULES AND REGULATIONS, AND ALL THE THENCE SOUTHWESTERLY ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO CONDITIONS OF APPROVAL HAVING BEEN THE RIGHT, A CHORD BEARING AND DISTANCE OF S18°33'53"W, 122.09 COMPLETED, THIS DOCUMENT IS HEREBY FT.; THENCE S34'18'25"W, 4.36 Fr.; THENCE SOUTHEASTERLY ALONG THE ACCEPTED. THIS CERTIFICATE IS HEREBY ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S08'05'07"E, 33.71 FT.; THENCE SOUTHEASTERLY ALONG EXECUTED UNDER THE AUTHORITY OF SAID THE ARC OF A 525.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING RULES AND REGULATIONS. AND DISTANCE OF S48'54'147E, 28.83 Fr.; THENCE S4719'50"E, 193.52 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 225.00 FT, UtlJu J RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S38°46'180E, 66.97 FT. TO THE NORTHWEST CORNER OF LOT 232, SAID CYPRESS POINT; THENCE S59`4713"W, 50,00 FT. TO THE POINT OF DATE OF EXECUTION LITTLE ROCK PLANNING BEGINNING, CONTAINING 13.0965 ACRES MORE OR LESS. COMMISSION °' I I CERTIFICATE OF RECORDIW-3 25.00' GENERAL NOTES: 140.00' THIS DOCUMENT, NUMBERr3(��I�aD FILED FOR 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 0 to I 9dpd RECORD "a 2003 IN PLAT BOOK -C _- 2 6 9 I o zs.00' PAGE 2 FOR DRAINAGEALL SSHOWN AND/OR UTILITIES. ARE TO BE USED I r WOLYN S,TA^LEY, Circuit County Clerk & Recorder ryoo c �J ��CIRCU/� 3 MOTS EA4t1RWITH ED TO UA PODINTCORNERS OF ENTERSECTION Nol Im 282 0 ,Z- `` 1' �G CURVE. 140.00,LINES AND NOT POINTS ON A 140.00, 90. I d ° pti° -' C fir.°`, o I NE 1 4- AF 1 %4 0 N 9. r-I � � ro t'3 �'' � 4. DISTANCES SHOWN ALONG CURVES ARE °o I SECTION 14 I� '� _:-' ;� CHORD DISTANCES, 10' Esmt. T-2- p r - _`'° o 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 I O %v ��1 CGL � �� Q� °^�..... 6. THE MINIMUM FLOOR ELEVATION OF 265.00 IS THE MINIMUM 268 140.00' 16 REQUIRED BY LITTLE ROCK ORDINANCE. SE rORNER S87°10'38"E 190.00' `V i IM 7 6 n o° ��0 7. ALL LOTS HAVE A 10 FT. EASEMENT ACROSS THE FRONT, ! W %/4 NE /4 NE71 4 7.5.00' I 25_00 ° sEcrioN t4 `I»-- �o� 90-0 140.00' o ADJACENT TO THE STREET RIGHT-OF-WAY. `------- 10 1�73'33'35" � I^ I J � 0 d°p 50 00, � ^ o I p W, oN ° 0 90, `(° I �I s S87°10'38"E 740.00, 1s O 6 A• O N Neti ° s's' �I 2 I 9o. 140.00, z 135.19, I I +^^-7 00- / 0113 CD O MINIMUM FLOOR ELEV F� � -10' Esmt. Cn -4- 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. N 265.00 00 fed S 4 I r_ co N d J N I rn I00 r'1 i m 13/ 1hCD �j 186'57'00" b 173'03'00" `r MINIMUM FLOOR ELEV. t"�1 o I la (n I 265.00 I^ 7I 170'49'20®° S87°10 38 E 190.00' 267 1 �O n - Q - -t /N 199y 140.00' I CA v I I ^a�� N 01 N 2 9 9 0 6 5000, N MINIMUM FLOOR ELEV. 1�3 p3 OD w ��is` ° W!N MINIMUM FLOOR ELEV. 90° N [�] N- m -P 265.00 �'a �-- Oh +: p Y8• I 265.00 I C, `�"? N m O 186'�,7'00"1` 0 0,1) n, cJ,, ol'L Bldg. Line B� �' /ry h 164'15'30" 1""� ° M N to 1 9`l' o S) J per o 0Mi 00 �J © C) 120.76' 7,18 - Ro / Q�' 01 ' n m ' 0 140.9' _. 25.00' c !'.i66' i•, �n 25.i MINIM M FLOOR ELEV. `90. 265.00 " / zs. a.BK7ND 5.91, 4�9 oo.:-_- \ �yy sr, /°� " R225.00' 125.29' 35.97' - - - - �2\ ���an, 74.os �� �- CDS18°33'53"W o _ 0 1 11.83' / 7� s•• [) , LC 122.09' 0 1 r-oz e m. -� 9 1..3 Aj �gld9• Line v'iS 1p9.i .o w go f_� Endo roo ^ 10' fsmt.--� �, 925\ . y h� 24® '1b Lo.Q er76 � ;/� R25.00' �, 2p,. I 2 6 5 264 0 1-'_0 001. CDS08°05'07" E 1`0: IJ MINIMUM FLOOR ELEV. MINIMUQ FLOOR ELEV. O /y 6 / 6 \ \ O`�$' LC33.71' NE114 NE114 lL6 6 265.00 265.00 MINIMUM FLOOR ELEV, p� S Bd9. \ 2© R525.00' _ ` MINIMUM FLOOR ELEV. (iqe -�\ �_. -----`--� 2ss.00 / 265.00 CDS48°54'14"E MINIMUM FLOOR ELEV.--'_I -1 --- - - - - NO O 265.00 - -- ---- /-- -- -- - _. �9 LC28.83' 10 ,0 - � s� 6703 001 5.01 -- -- I - - -- - - o,d0, 0 1 10.00' �O13 - -L 3 MINIMUM FLOOR ELEV. Y \ M 3F J L0` g8.22 � _ `� 106.86' J o6ti� oA 265.00 SQ] .� ' . o/ LIMBS OF 100 YR. FLOOD -�'- N85'0g'18"W �$ 101.42' oo,. 52i't5 ,ca4�°`� �'9 �9, g1 g1' 190.AT o / 318.2Q' - - ,o / �� /R475.00' „ - \ S CDN49°40 28 S2 0� �559 ti o O �S o� 51 �• LC38.85' 5 R225.00' ARKANSAS STATE PLANE COORDINATES 9�Ss0' w LC66 976'18 E ; 0 O _ N 775082.12 E 117367833,'. O -,--- N 175122,73 _E-117364E71 0-----_N 175253.89 E 1173503,42.__.-__ PLAT OF ' ® -- N 175279.03 E 1173473.80 \ - ---- - --- ----- -- - 5 N 175179,80 E 1173350.32 Q N 175221.76 E 1173287.88 - - -. --- _ TRACT "S' LOTS 261 through 284 © _---- -� _ Q "175248_73 E 1172970.74 THE RANCH LOTS 299 and 300 CDN38°46'18"w-� 10� ® z32 �8) N 175202.69 E 1172786.27 Lt1' O9 N t75391.11 E 1172718.53 - --- PI,.t B4. D, pg. 265 LC52.09' S50 50�� N 175576_85 '- E ,117270679 --- --. 1 1 N 176449.15 E 1172749 80--_-__--._ CYPRESS POINT Fw--] S�N 176442.73 E 1172902 60 1172996.41 5 N 776643096 E 117307930 �� ° N 176480.74 E 1173083.94_ AN ADDITION TO THE CITY OF PLAT 8K. F, PG. 110 �------.97 E 11------- -- LITTLE ROCK ARKANSAS 4 16 _ N nsss3s7 E ------6.03 - CURVE LENGTH DELTA TAN. RADIUS , d 17 N 175584.62 E 1173227.80 C 1 59.84' 1708'37" 30,15' 200.00: s\ \ 18 N 175557.53 E 117322647 C2 329,94' 3748'29" 171.23' 500.00' --- -- _.. _____ C3 191.17' 21'54'24" 19 N 175550 64 E 1173366 30 96.7T 500.00' _ _ _.__ C4 109.90' 31'29'03" 56.38' 200.00' PART OF THE NE1/4, SECTION AL PLAN �O N 175503 94 E 1173363 99 1 8 34' 1 000 1 - -- - -- - C5 36.39' 13 54'02' 7 4> 21 N 17549458 E 117355376 T-2-1V, R-14-W C6 121.08' 9729'S7" Q N 17546231 E 117355217 PULASKI COUNTY, ARKANSAS S Signed Q N 175346.58 E 1173513 30 -- --- ------ BY: 24 N 175342.98 E 117351085 MAY, 2003 _ 3 \, --- -_..._ - -_-.. DATE: Q� N 175309 60 E 117351E 59 \4J N 175290.65 _. E 117353731 - _ PAGIS Marker Q N 17515949 E 1173679.60 # 2090-0018 \ 2 N 175107.28 E 1173721.54 ■ CML ENGINEERING. LAND PLANNING & DEVELOPMENT, SURVEYING Q 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72:23 Job No. 02-0278 TNed E02 26:5b 60 CE 42H tjd 1V1d\EEdA3\H3Nv8\E00d\:H