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HomeMy WebLinkAboutS-0285-AAA Map 1R 100.00' CDN63°48'07" E LC 104.56' 120' AP & L EASEMENT S84'40'41"E 87.90' - ,a o 3 / S87*35'41"E �- - r 90IS 1 - - --- -- -- --. 7n50'Sd 87.90' 5 h 25' Bldg.�,L'y9`0 o 9 O 194'44'"275 133'45'00 Esmt, 0 276 I00 140.09� soO I, oIaI r10' Esmt. / 25.00' 140.00' 274 d o 25.00' O -- J ry/ /'/y 9a ^ I 1�! N O O 140.00' po, 5°Oyu Q�� 90bo. ^I ° 140.00' CD 273 cd° Io I I I 9 0 I I^ 278 o O O 140.00' N 9aoo, I �I N 9aO0 I I aaod W I 140,00' > o I_ 272 o 00 I I^ al I c6 r w �1 oI 27900 Ui o Chi cNN 140.00' 90'00U S v' 9pp ^I N N ° Q " rn Z I z CO I w Od CN d 140.00' o 0 271 x o � I Z d 10' Esmt.--� F�•i o I I 2.00 O 140.00' 90.,0. I o 9a0o• I I I o°d 270 Io 9 0 o °d I' I gd I I o �► 140.00' 2,91 90°0 I o 9p. 50 0 50 Scale 1" = 50 ft 150 c, W zr f�;UAL LA•' /fISt��ATTf 0, CYPRESS POINT WEST A Ft I NS A S N ti--r PART OF THE NE1 /4 OF SECTION 14, T-2-N, R-14-W, LITTLE ROCK, R E 61 S T E R E R ! PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: PROFESSIONAL ' BEGINNING AT THE NORTHEAST CORNER OF LOT 4, CYPRESS POINT, AN ENGINEER ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON * At 1 THE WEST RIGHT-OF-WAY LINE OF BUCKLAND ROAD; THENCE NORTHWESTERLY y��, No.5033ALONG THE BEARING ANDRC OF A DISTTANCEIOF ON38'46' 8RADIUS 52 09CURVE FT.; T ENCE LEFT, A CHORD �vjyY E 0 P4P;r' N4719'50"W, 193.52 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 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.; THENCE N56'06'04"W, 75.23 FT.; THENCE N85'08'18"W, 318.29 FT.; THENCE S75'59'13"W, 190.12 FT.; THENCE N19'46'32"W, 200.23 FT.; THENCE NO3'37'03"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 FT; THENCE S84740'41"E, 87.90 FT.; THENCE S05'19'19"W, 50.00 FT.; THENCE S02'49'22"W, 838.00 FT.; THENCE S87'10'38"E, 190.00 FT.; THENCE S0249'22"W, 27.12 FT.; THENCE S87'10'38"E, 140.00 FT.; THENCE S02'49'22"W, 46.75 FT.; THENCE S87'10'38"E, 190.00 FT.; THENCE SOT49'22"W, 32.31 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S18'33'53"W, 122.09 FT.; THENCE S34'18'25"W, 4.36 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S08705'07"E, 33.71 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 525.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S4854'14"E, 28.83 FT.; THENCE S47'19'50"E, 193.52 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S38'46'18"E, 66.97 FT. TO THE NORTHWEST CORNER OF LOT 232, SAID CYPRESS POINT; THENCE S59'47'13"W, 50.00 FT. TO THE POINT OF BEGINNING, CONTAINING 13.0965 ACRES MORE OR LESS. 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. 51-20/03 900 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. S-3o -03 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 `rj COMPLIED WI a o 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. L DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION °0' I 25.00' CERTIFICATE OF RECORDING GENERAL NOTES: ad°o 140.00' THIS DOCUMENT, NUMBER 206305/ 26 FILED FOR 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS o �o d RECORD Tune 2 20�3 IN PLAT BOOK 6 269 I o 25.00' °d° PAGE (n(r �' 2 FOR EASEMENTS SEMEN SASHOWNND/OR UTILITIES. ARE TO BE USED CAROLYN ST{,L= -c,•;f County C!Brk 8 Recorder ryg >°";°'° I o I f, �y�` r'1 ems,+, r7 .,�� 3. LOTS WITH ROUNDED CORNERS ARE 0o I$ 2 Q 2 0�,, ^{I .a U4p.. MEASURED TO A POINT OF INTERSECTION 8 �J `J� C I N I as o o•4�S r- � 'ems OF LOT LINES AND NOT POINTS ON A 140.00' Sao , I 3 No o Sry : Idea to CURVE. y ° NE1/4 NE1/4 ; � r - � rn 4. DISTANCES SHOWN ALONG CURVES ARE / _�' : CHORD DISTANCES. aOO' 1I' Esmt. SECTION 14 �4 :,r;.f . _.l =' >b 60 T-2-N, R-14-TT- ♦ .t� O 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 ry I I d°° 3 cY°�� ��1% ,•'� 6. THE MINIMUM FLOOR ELEVATION OF 265.00 IS THE MINIMUM °' 140.00' REQUIRED BY LITTLE ROCK ORDINANCE. �O ® 2N SE CORNER 268 IM S87'10'38"E 190.00' ©N .�'�� ••'4•�•r••.••••'•'' `, N3/4 w1�4 NE1 CT NEi1 4 1 7. ALL LOTS HAVE A 10 FT. EASEMENT ACROSS THE FRONT, 5ecnoN 14 �^ zs.00' zs.00 9dod 90°0 140.00' 50�0 �N ^g/�p�S ADJACENT TO THE STREET RIGHT-OF-WAY. 10 173'33'35" I I N n gd 1 O cN / oI I U Z09�ry°°d R°6'O �I I a S87t.' 10'38"E 140.00d' O �8 �140,00' 135.19' 28900 oo- ci n O MINIMUM FLOOR ELEV L10' Esmt. � 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, W, N O n N� 265.00 CO W a (s I00 q I a O 186'5, DO" i 17XO3'00' MINIMUM FLOOR ELEV. / (n S87 10'38" E 190.00' CA I N 265.00 I ^ 170'49'20' 267 N �I 99j 140.00' ®° _ _ I� a� 00 I m 2 9 9 0fo. d°o M 53 D0' N MINIMUM FLOOR ELEV. - 1T�p3 • u I�i3` r�l N I I MINIMUM FLOOR ELEV. N �- M 100 A 265.00 W �- 05 ;= 'D d 25• �/ z b 265.00 I M `-�" N rn o 18G TO a - d , ? - ti Bldg, t �_ 16 tC c+ U $� vy %• pti da /N h 4'15'30" W N a mw9 ASS" N 0 120.76' 7.18 9� - 8 _ s� �� ' 300 �' a b o a N T'F 14Q•D9' �� 25.00' 25.00' MINIMUM FLOOR ELEV. J I IR1� � �aJ� 265.00 cT$' 25.00 G3 N CKLAND RpAD 5.91' y'4� °°• ,oz4525•� N /� 2500. ' o N85'08'18•W 203.20- 30.03' \ 'v 7 / U w $\ ,A ,J �°j R225.00' sT251 Y 125_29'_ 35.97' \� 00 Gs q �� CDS18'33'53'W LOT,//,w30' ga, e _ - --- $°y°d �� _c 74.05' °° $ 111.83' / �? �o ��s�� � j LC122.09' 19• �io3? Bldg. Una A w� ^ _ od 17� En 2 6 5264/ e3 `% \ •.,�ov A�� R25.00 2631 �° o 6 ; z�a�ry CDS08'05'07 E MINIMUM FLOOR ELEV. MINIMUM FLOOR ELEV. 0 OBI / {'l / 0�• \K LC33.71 NE1/4 NE1/4 �z %� %T I� 265.00- 265.00 MINIMUM ELEV. p MINIMUM lFLLOORR ELEV. d9 4ina ® �- R525.00' SE1/4 NE1/4 u U I 265.00 0 CDS48'54'14'E _ MINIMUM FLOOR ELEV. - p �,F ® LC28.83' p 265.00 ,0 , d N 2 V ^� s� P 6T03'00" 0 � �0 a ISJ 0°° m � 4 _ I MINIMUM FLOOR ELEV. \ 110.00' 9d°° 106.86' - -1 L o6tia '° y 265.00 1 > 03 LIMITS OF 1 �� oo YR. FL000 ` N85' 101.42' �a sog2�ro R475.00' 08'1$ w _ _ g1.9�' „W 190.12 / 318.29 _ _ _ - 0 1- CDN49'40'28"I 5�55g'13 o��ry$. 8 ©� �S°� �1 ��� LC38.85' ARKANSAS STATE PLANE COORDINATES O (� N 175082.12 E 1173678.33 # O N 175122.73 E 1173645.7, �� @� R � g (Z N 175253.89 E 1173503.42 _ Q N 175279.03 E 1173473.80 PLAT OF/ 5Q N 175179.80 E 1173350.32- © N 175221.76 E 1173287.88 TRACT "S LOTS 261 through 284 O- N 175248.73 E 1172970.74 THE RANCH LOTS 299 and 300 ® N 175202.69 E n727as.27 Plat Bk. D, pg. 265 9O N 175391.1t E 1172718.53 7 O N 175576.65 E 1172706.79 (i j1 N 176449.15 E 1172749.80 N 176442.73 E 1172902.60 �l N 176488.89 E 1172996.41 14 N 176480.74 E 1173083.94 15 _ N 176430.96 E 1173079.30 16 N 175593.97 E 1173038.03 Q N 175584.62 E 1173227.80 1$ N 175557.53 E 1173226.47 19 N 175550.64 _ E 1173366.30 N 175503.94 E 1173363.99 01 N 175494,58 E 1173553.76 ( N 175462.31 E 1173552.17 �- N 175346.58 E 1173513.30 N 175342.98 E 1173510.85 N 175309.60 E 1173515.59 N 17529065 E 1173537.31 © N 175159.49 E 1173679.60 N 175107.28 E 117372L54 CURVE LENGTH DELTA TAN. RADIUS C1 59.84' 1708'37' 30.15' 200.00' C2 329.94' 37*48'29" 171.23' 500.00' C3 191,17' 21'54'24" 96.77' 500.00' C4 109.90, 31'29'03" 56.38' 200.00' C5 36.39' 1T54'02" 18.29' 150.00, C6 121.08' 92'29'57" 78.34' 75.00' L r rdt�h k�) k�) hru11v I vVh �!)T AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS PART OF THE NE1/4, SECTION 14 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS MAY, 2003 13VVlIIl11111Ci-lllA 11•iRS&AS ®CZAL 299 ll[10. O CNIL ENGINEERING, LAND PLANNING & DEVELOPMCNT. SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 �`Q 11Q 3 `A� �• �Cn 9. J9J `SO+ A2 � ��5 R225.00' 19 -79• yQs CDS38'46'18"E `�S2 �41� o © LC66.97' Q C, / R175.00' CDN38'46'18"W b, 232 LC52.09' s59 50° \ % PLAT BK. F, PG. 110 4 � � 0 P1 AT \� U U e.PAGIS Marker . s Signed 2090-0018 BY: e �--- DATE: 2 j Job No. 02-0278 Ined E002 EC -0E 90 6 LnI` UDOA iV1d\0CdA3\H3NVd\E002\ H