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HomeMy WebLinkAboutS-0285-AAA Map 6R 100.00' CDN63'48'07" E 11 LC 104.56' 120' AP & L EASEMENT -� - - S84'40'41"E - ta o � S87'35'41"E - - 152.93' Q 152.93' 902SOS 74 50'5d - - CDn tn- & 87,90, 15 //� 55 25' Bldg. lit�9 a) 5 ls4aa'to" i / 10' Esmt I13345'00" I �O __i t5 _:: I o 276 I� 14 06 140.00' 90-00, 9000 I I 25.00' I�--10' Esmt. I I cgs I 140.00' a 274 o z� .00 �dod O o m 277 140.00' 90 � �I O /00, uj 90.00 I and a I 140.00' 3 N /v ! I� O I I I do0 0 I I� I pl of I 12 -CD0 / oo 0 140.00' 90.00 cli o 9a00 I I I (SO W I. 0I 140.00, o I 272 2 0 o Ln odoo 0 00 �^06 06 w 27900 CJ N 140.00' 90-00 o s 0--00, U .--I N co N v cy I edoo % �% % to I p 140.00' o F. / / {Z'i cV aI 95 I 10' Esmt.---� I 0 140.00' 90-, 00. of I U CD 9 0-00, I I � and 9 270 �0 0 0 od 12 I qd I I o I I 2.'% 0 o 140.00' 9ao0 I oI o Sapp I 25.00, I 9doo 140.00' to0 69 4� O 25.00-1 I 50 0 50 Scale 1" = 50 ft CYPRESS POINT WEST 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 300 150 DATE OF EXECUTION LITTLE ROCK, AR 72211 PART OF THE NE1/4 OF SECTION 14, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE NORTHEAST CORNER OF LOT 4, CYPRESS POINT, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON 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 CHORD BEARING AND DISTANCE OF N38'46'18"W, 52.09 FT.; THENCE N47'19'50"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 N6T48'07'E, 104.56 FT; THENCE S84'40'41"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 S02'49'22"W, 27.12 FT.; THENCE S87'10'38"E, 140.00 FT.; THENCE S02'49'22"W, 46.75 FT.; THENCE S8T10'38"E, 190.00 FT.; THENCE S02'49'22"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 S08'05'07"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 S48'54'14"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 RECORDING INSTRUMENT NO. u 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. UAIE 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 GENERAL NOTES: THIS DOCUMENT, NUMBER FILED FOR 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS RECORD , 20 IN PLAT BOOK PAGE 2. ALL EASEMENTS SHOWN -_-- ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE Q MEASURED TO A POINT OF INTERSECTION I of o 112 o R� tioo` OF LOT LINES AND NOT POINTS ON A 140.00' 9%0 N o C14 019 06 1' CURVE. 90-00 ^I -I asSc�+�Px 4 DISTANCES SHOWN ALONG CURVES ARE 10, Esmt. 000 duo% 0y016 NE 114 _NE 114 CHORD DST 00 F� F 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 C"! I I 6 goo+�t;�t p� SECTION 14 °' do /�eeMo T-2-N, R--14-W 6, THE MINIMUM FLOOR ELEVATION OF 265.00 IS THE MINIMUM 6 °j 140.00' 2 REQUIRED BY LITTLE ROCK ORDINANCE. SE CORNER 16 S87'10'38"E 190.00' N N3/a wE/a NEE/a NE114 IM N 7. ALL LOTS HAVE A 10 FT. EASEMENT ACROSS THE FRONT, SECTION 14 25.00' 25.00' 9dop 9%0 / 140.00' SD DD' C - N ADJACENT TO THE STREET RIGHT-OF-WAY. 10 I I // 9d0� W O N o d 9A,sl S87'70'38"E 140.00' 1s ,4 3 Q 2 �4 N zo N 9�20 135.19' o �o. rn l MINIMUM V V E� / / I I a 9a�10' Esmt. 140.00' 9doo� co I 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. (_4 N 265.00 00 4 CV `t O) I60 /'� e � O 186 5Cn 7.00" 173'03'00" MINIMUM FLOOR ELEV. ►�1 I la 0 S87' 10'38" E 190.00' W J J'/y N O 2 6 I ++ WO , 265.DG I �^ Z v 170'49'20" w I , N I H 2 9 9 99'i0 , 40.00' o 50 00, ° N. MINIMUM FLOOR ELEV. 1l'S05'0� w �k I N p°• o'd� r7QNj I '^1 ^I MINIMUM FLOOR ELEV. Co CD l.-doh '5 o - 25' z b 265.00 164'11 M ' � ��j C" O 0 265.00 IS6'�7'00" �� r'sa -ry`L� Bldg. Line I 2 00 9iss" N o ? 1 0 `120.76 7.18 4-8F, 40-w _-'S,o, / rnN�ryb'� o �J OO Q't z ® N �5_00' 25.00' MINIMUM FLOOR ELEV. J I U _..-_-...-3 __._-._ ��--- __ KLAND R OA_ D -1 5,91 _ 1s 4. \�� ,0�4325 265.00y /� CC??S.pp' 29.00. 30.03' � a' � `�Oo�,s3o �� CDS18'33'53"W 74.05' �� 7?\ / \ �S, Lr�, - 111.83' �• \ LC 122.09 �� 19.9$ $oh °o-oo $ T - 17.32' / d I 10g 1l b I 70J?1Bldg. U"8 �s. n _ _ obti� �3.Ti, 2� 8j'7 I I vOq / `6 s n rn \ a W s Ln 265 264 26� hti Iv MINIMUM FLOOR ELEV. MINIMUM FLOOR ELEV. O o0 6 / NE1/4 NE1/4 �G -� 6 6 / 265.00 265.00 MINIMUM FLOOR ELEV. O //IMU R E 1 MINIMUM FLOOR ELEV. %9' \ SE1/4 NE1/4 265.00 to I 265.00 7 N OO MINIMUM FLOOR ELEV. / - - �F�• p 265.00 10' Esmt.-4 r l O I I N 261 � 6 ./ �(Sa� 6T03'00"Gm O so <AGM-1 iopl m 5yti' 110.00' doo _ _ J 3 , MINIMUM FLOOR ELEV. vol)" okl- g1 OOg F, 0�' 3„1 ' ,� /. Q7 MLI ITS OF 100 A. F'L -�'- 0 , " 106.86' 0�'061a �O 15 265.00 CNN !!! 1p0 y1y, Et 050 �v i , O D N85'08 101.42' o. 1' COMMON?P3'1 YYg1.9�' 190.12 g 18 W 318.29' - 1 _------ --- 38 -- 2 A _ 052 �/ ��o /R475.00' ,13'vr - � - - - -- �� � 6 7 -.�`L n,1 � CDN49'40' 8"V1 O / 5�559 '$ � ONs6o�s2�o/ � ���1��: 1 Lt; .u�` ARKANSAS STATE PLANE COORDINATES _ p 1Q N 175082.12 E 1173678.33 - Y R.3Lz 2.:xa a Jai 2O N 175122.73 E 1173645.71`l' j $ 3 N 175253.89 E 1173503.42 PLANSAPPROVED - PLAT OF 4 N 175279 03 R25.00' CDS08'05'07"E LC33.71' R525.00' CDS48°54' 14' E LC28.83' tSQ� /'9 7 1 9- \ism so, Q� /IQ 9. •S2 O� R225.00' �5�° CDS38'46'18"E © LC66.97' d tih i O E 1173350.80 32 O` EASEP�ENT APPROVED --� GAF \\ �_ N 175179.80 E 1173350.32 - _ ---- -"- © N 175221.76 E 1173257.88 EASEBAENTREQUIR[D _ f - TRACT 11 s" LOTS 261 through 284 .Sa Cis O N 175248.73 E 1172970.74 DATE - THE RANCH LOTS 299 d 300F. R175.00' --�� „ ® N 175202.69 E 1172786.27 an CDN38 46'18 W N�' d 232 BY Plat Bk. D, Pg. 265 31,43 LC52.09' 11Q, Sy9 ��O 9 N 175391.11 E 1172718.53 10- N 175576.85 E 1172706.79 N 176449.15 E 1172749.80 �11 9 N 176442.73 E 1172902.60 Q N 176488.89 E 1172996.41 14 N 176480.74 E 1173083.94 15 - N 176430.96 E 1173079.30 i 6 N 175593.97 - E 1173038.03 @_N 175584.62 E 1173227.80 1$ N 175557.53 E 1173226.47 N 175550.64 E 1173366.30 �19 'E1 N 175503.94 E 1173363.99 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 175290.65 E 1173537.31 N 175159.49 E 1173679.60 N 175107.28 E 1173721.54 CURVE LENGTH DELTA TAN. RADIUS C1 59.84' 1708'37' 30.15' 200.00' C2 329.94' 3748'29" 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' 13'54'02" 18.29' 150.00' C6 121.08' 92'29'57" 78.34' 75.00' CYPRESS POINT WEST AN ADDITION TO THE CITY OF PLAT BK. F, PG. 110 "p0 LITTLE ROCK, ARKANSAS <\� 4 PART OF THE NE1/4, SECTION 14s/ T-2-N, R-14-W PULASKI COUNTY, ARKANSAS MAY, 2003 �p p " �03 l L) PAGIS Marker -7 © .-IIDr11717E1>f3.� e9�.�®(CIL971'IE+�9 �YIC, # 2090-0018 OCML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 �_ Z-a3 Job No. 02-0278 Ind 6002 9D 5d 90 L ARN PaM 1V1d\9EdA3\HJNVd\E002\:N