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HomeMy WebLinkAboutS-0285-AAA Map 7R 100.00' CDN63'48'07" E LC 104.56' 120' AP & L EASEMENT S84'40'41"E 87.90, ,a o � S87*35'41"E / 4 " 152.93' / azyo. o, o 152.93 902s, 7a5o'5U 87.90' - - � � 5 s 25' Bldg. one .L`Lq 9 C7 /^/ /' 194'44'10" 13 !v/ / Z'Jl 10' Esmt-�- 345'00 �0 2s.0o' � z;.oc' � o ° Z --;- --- 2 7 6 C6 C INt 140.00' 90 b0, I 90.00 10' Esmt. / 25.00' 140.00' 274 N I o 25.00' dod 9 Emsd19 el •.�pyP olp 9OL cam" 0 0 6 9 o-00 W o r n o 00 W 00 o Li.1 s G�j � 90 00 �r � o Z CO CD 0 s0.00, 0 0 0 90 O I �' m 277 IN a 140.00' so. 00 I •-I I o and ° I 140.00' I� I I I I I^ _ I b 278 140.00' sOOo O N -I p o Cj I I I I doo °j 140.00' 272 0 I I r, W I o'd°° O o I^ al o I I 279 00 00 00 140.00' _U 90'00. U o _ �I 0 ^ 3 � Q N N CD 271 �0 w �i d°d 0 140.00, N o I ry 0 9doo I 10' Esmt.--�-� W I � 0 0 280 140.00' 91 I ^I I I, o 270 �� doo I � 9 of 281 140.00'0•00, ^ I o 50 0 50 Scale 1" = 50 ft 150 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. 5/-20/63 900 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 GlST-r? j''•.• MONUMENTS REQUIRED ACTUALLY EXIST AND �' ,.•"'""""`.' ARE CORRECTLY SHOWN HEREON AND THAT ALL :- ..• � T1i OF ••..• Nsns SURVEYING REQUIREMENTS OF THE LITTLE N .1291 cG e ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. SIC Klu C'CiAJI : AS"C ......... .. S ..................... "......••••.. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS /offlSS Ai-7 'L. CYPRESS POINT WEST ARKANSAS N PART OF THE NE1 /4 OF SECTION 14, T-2-N, R-14-W, LITTLE ROCK, A, t�R REGISTERED Z PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: PROFESSIONAL BEGINNING AT THE NORTHEAST CORNER OF LOT 4, CYPRESS POINT, AN ENGINEERADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON * * If C0 tt '�'1� THE WEST RIGHT-OF-WAY LINE OF BUCKLAND ROAD; THENCE NORTHWESTERLY No.5033 C,Rc ALONG E TO THE FT' A CHORD FT. R18"WS5209VFT.; BEARING HAND RDISTANCE C OF A 1OF N38'46'75.00 THENCE N47-19'50"W, 193.52 Fr.; THENCE NORTHWESTERLY ALONG THE ARC OF A 475.00 Fr. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N49'40'2eW, 38.85 FT.; THENCE S51'12'467W, 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 Fr.; THENCE N19'46'32"W, 200.23 FT.; THENCE NO3'37'03"W, 186.11 Fr. 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 Fr.; THENCE S8735'41"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 S84'40'41"E, 87.90 Fr.; 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 Fr.; THENCE S02'49'22"W, 46.75 FT.; THENCE S87'10'38"E, 190.00 Fr.; THENCE S02'4922"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 Fr.; THENCE S3418'25"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 SOB'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 S4T19'50"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 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 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION °0' I CERTIFICATE OF RECORDING 25.00' d°° GENERAL NOTES a 140.00' THIS DOCUMENT NUMBER 20d3b51 326 FILED FOR o m ' 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS o RECORD Tune- 2 2003 IN PLAT BOOK 0 2. ALL EASEMENTS SHOWN - - - - ARE TO BE USED 269 N I� zs.00 ad PAGE lo(cF FOR DRAINAGE AND/OR UTILITIES. CAROLYN STFL_Y, :;csit County Clerk 8 Recorder ? ,� + • "°"""'•. 3. LOTS RNERS ARE I_ I o I 2,92 ( � E� +'`�� 7J�•`•.! MEASURED TO A POINT TH ROUNDED OOF INTERSECTION \J " ��•C OF LOT LINES AND NOT POINTS ON A I , d N m o0o a CURVE. 140,00' 90-00'ir ATE NE �& i f',� f " 4. DISTANCES SHOWN ALONG CURVES ARE s I CHORD DISTANCES. °oo• SECTION 14 : O r': } - " to Esmt. 00 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 04 I I o 3 CF �i + y • 6. THE MINIMUM FLOOR ELEVATION OF 265.00 IS THE MINIMUM �' ad 140.00' `° ® -/b+ f 0 3 REQUIRED BY LITTLE ROCK ORDINANCE. 268 S87 10'38" E 190.00' N SE CORNER IM �oNiN ^�j��, 7. ALL LOTS HAVE A 10 FT. EASEMENT ACROSS THE FRONT, N3 a w1 4 SE NE1/a ADJACENT TO THE STREET RIGHT-OF-WAY. SECTION 14 25.OD' 25.00' 9dOo 9P°0 140.0Q' ui 10 173.33'35' I� I 6� 50,�0' N r` a I 0 W ON / o d 9A I I I ® S8TIO'38"E 140.00' 19 tv 2ti°o os2 rn e s' 2 I I 90 0 140.00' 0 N' 0 135.19' CJ I - � -10' Esmt 9 156 in 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. O I MINIMUM FLOOR ELEV. 6 n CA N 265.00 m V 4 I� ^$ I 1 -/ � CD `t MINIMUM FLOOR ELEV. n ~•1 m N 1865T00"I I 17303'00" 26s.ao LO ;� 170.49'20" ®° S87'10'38"E 190.00' GS C, I I,- W �I /N 267 � w Ln �_ N N 2 9 9 9y'10 , 4D.DD' 50 00' N I y O N MINIMUM FLOOR ELEV. `TS 03'0o �, 6'S Fsy N ^I/ MINIMUM FLOOR ELEV. _ °• 0a �y N'- p7 � 00 �' l.- Oh r ,c. 265.00 I"7 N �' M 4' 265.00 � c,+ rn 0 O �, ? - T �25' Bldg. I U / b 164.15' ►wa o O p 186 7'0 �5 s. Oti 9• lie _8 H �`n 30' M ASS" N 0 120.76 300 of C.)Z® N N ?I LY' N 140.09 25.00' 25.00' \� �_ MINIMUM FLOOR ELEV. J� ' D 265.00 �$ 25. D L.... pD. ��tia 9 UCKLAND RpAD / 5.9,' 119.14- o t43'�5" v /0) 75D0, C3 o N85.08.18•w 203.zo �� , r, R225.00 „ wi sTzS 12529'_ 0 35.97' 74.05' / ry e s �q �_- CDS18733'53 W 0 �i , 0.3 9g, oy0 iO% b h 72 0 \ �'��s3a/ �' LC122.09 19 8 111.83' 25 Bldg. Una `At7`. r, 1 �3.1 g' \ ti� a ,1p9 1j b o s• � - ego _ � I R25.00 9T �v ' � g3 A \ 60 o`b � p�/ 12 6 5 264 o F�°'°" =�'P"� I� CDS08'05'07" E 6 6 I IJ MINIMUM BOOR ELEV. MINIMUM FLOOR ELEV O 2 6 3/ 0 262 NE 114 NE 114 �z 265.00 265.00 r MINIMUM FLOOR ELEV. p I MINIMUM FLOOR ELEV. e/d'�' Lna \ ® R525.00' SE1/4 NE1/4 I I 265.00 265.00 CDS48'54' 14" E MINIMUM FLOOR ELEV. - O F \ LC28.83' O a � 1p• Esmt. '� •,� m 6703100" (�; 5.0 7O6s7, d00 I I n, 261 - - - -- - 3-O' ;ryoi11 D. D0_ MINIMUMR ELEV. 265.00 O' 106.86' LlWTS OF 100_F1.6pO'-0- y , n - $ 1 D 1:42' 9 0 Igo IT 8 N85'�18 yy 318,29' - - - /R475.00' ,052'' 06 _ 5g 13'W ��4 ryd,, © - o� - - � �11 fib:\ CDN49440'28" O 5�5 �� °Ns60 LC38.85' ARKANSAS STATE PLANE COORDINATES iQ N 175082.12 E 1173678.33` • Q�� i R' `�� 2O N 175122.73 E 1173645.71 4%0 S 32 N 175253.89 E 1173503.42 PLAT 0 F Q N 175279.03 E 1.173473.80 Q N 175179.80 E 1173350.32 - TRACT "sif LOTS 261 through 284 © N 175221.76 E 1173287.88- 77 N 175248.73 E 1172970.74 THE RANCH LOTS 299 and 300 ® N 175202.69 E 1172786.27 _ Plat Bk. D, - pg. 265 t°1_ N 175391.11 E 1172718.53 10 N 175576.85 E 1172706.79 11 N 176449.15 E 1172749.80 �j N 176442.73 E 1172902.60 QN 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 1� N 175584.62 E 1173227.80 / $ N 175557.53 E 1173226.47 N 175550.64 E 1173366.30 �19 '^El N 175503.94 E 1173363.99 �J N 175494.58 E 1173553.76 N 175462.31 E 1173552.17 - N 175346.58 E 1173513.30 175342.98 E 1173510.85 ®N N 175309.60 E 1173515.59 N 175290.65 E 1173537.31 Q 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 LITTLE ROCK, ARKANSAS PART OF THE NE1/4, SECTION 14 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS MAY, 2003 © V VIIII/1111Ci�Da711IlCiAW & "19®Cfl11!!F,99 W(C. CIVIL ENGINEERING. LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 SQ� _ l9�l9s A� �9. R225.00' �919• y�°I CDS38'46'18"E LC66.97' R175.00' CDN38'46' 18" W ` LC52.09' O, S5g 50° \ 232 i PLAT 8K. F, Ps 4 AT PAGIS Marker \�/ / i S. L # 2090-0018 ` g Slgned BY: L Job No. 02-0278 Ined 6002 Et 0E 90 6 unr ucw 1V1d\0EdA3\H3NVU\EOOe\:N