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HomeMy WebLinkAboutS-0285-AAA Map 2R 100.00' CDN63°48'07" E LC 104.56' 120' AP & L EASEMENT - S8_4°40'41"E t3-- -- 87.9p'---14--- 3 / S84'40'41'E S87635'41"E _ -o - -- - - - - �t �� 87.9p' �- 07 O 152.93' _ G6 u0 C5 152.93' © 1 - - CD_ 9a?505.. 7g50'S0 �87.90, 75 1'44'1"275 133 45'00" 10' Eami. 25.00' I � 276 0 to 1 00 1 00 140.00' 9000, I 01 I 9a I -•'-1 Y Esmt. 25.00' / / I 4' 1 140.00' wi 274 E vo v� 9 100y�' QP�F)• 0•°O E m N to I I� 140.00' 9000, 0 273 0 140.00' M 272 001 c, Lil 140.00' 900 , 0 CD 2 7 p 140.00, M 0 270 7 40.00' 1 I i- I 1^ lo 0 9°.°O 1 I I 1Q I 1� 1� a 90•I° F�+-1 UIn I �> I Vi I� 10 W m to I 10' Esmi, s0'o0. I I I to to I 1 i Is �1 IN 277 �1 f 9°IP 140.00' 1 I doo 9 of of f� 78 o I O 1 N doo a 140,00' °6 od b 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. RANCH PROPRTIES, INC. 3 900 S, SHACKLEFORD, SUITE 300 DATE OF EXECUTION LITTLE ROCK, AR 72211 ,-,a2 x WCGPu pi1.s BY INSTRUMENT NO. 89 62166 CERTIFICATE OF SURVEYING ACCURACY • r: 4�o1ST............ ••'°` sTAtEo> I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS r NSAS PLAT CORRECTLY REPRESENTS A BOUNDARY N .t2s1 SURVEY MADE OR VERIFIED BY ME, ALL p eOr MONUMENTS REQUIRED ACTUALLY EXIST AND SMNATU °vA ARE CORRECTLY SHOWN HEREON AND THAT ALL 4 SURVEYING REQUIREMENTS OF THE LITTLE °• '� ROCK SUBDIVISION RULES AND REGULATIONS '•.,9LLA„°° HAVE BEEN COMPLIED WITH. 5-36) o3 DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY CYPRESS POINT WEST � A k',N;5 AAS I, TIMOTHY E. DATERS, HEREBY CERTIFY 44 ,`A THAT THIS PLAT CORRECTLY REPRESENTS A PART OF THE NE1/4 OF SECTION 14, T-2-N, R-14-W, LITTLE ROCK, 1 �tEC9TE�6� PLAN MADE BY ME, AND THAT THE PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: Ptt0t1ESI91P�it r ENGINEERING REQUIREMENTS OF THE LITTLE BEGINNING AT THE NORTHEAST CORNER OF LOT 4, CYPRESS POINT, AN ENGtNEEK ROCK SUBDIVISION RULES AND REGULATIONS ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON i ` °C fi 0046 HAVE BEEN COMPLIED WITH. THE WEST RIGHT-OF-WAY LINE OF BUCKLAND ROAD; THENCE NORTHWESTERLY0 CHORD No.5033 ALONG THE ARC A 175.00 FT, RADIUS CURVE THE LEFT, A ®`1% ® BEARING AND DISTANCE OF N3846'18"W, 52.09 FT.;.; THENCE E N4719'50"W, 193.52 Fr.; THENCE NORTHWESTERLY ALONG THE ARC OF A 475.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE DATE OF EXECUTION TIMOTHY E, DATERS OF N49'40'28"W, 38.85 Fr.; THENCE S5112'4CW, 158.41 FT.; REGISTERED PROFESSIONAL THENCE N56'O6'04"W, 75.23 FT.; THENCE N85°08'1TW, 318.29 FT.; THENCE S75'59'13"W, 190.12 FT.; THENCE N19'46'32"W, 200.23 FT.; ENGINEER NO. 5033, ARKANSAS 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 Fr.; THENCE NORTHEASTERLY ALONG THE ARC OF A 100.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE CERTIFICATE OF FINAL APPROVAL OF N6348'07"E, 104.56 FT; THENCE S84°40'41"E, 87.90 FT,; THENCE S05°19'19"W, 50.00 FT.; THENCE S02.49'227W, 838.00 FT.; THENCE S8710'3TE, 190.00 FT.; THENCE S02°49'22"W, 27.12 FT., PURSUANT TO THE LITTLE ROCK SUBDIVISION THENCE S87'10'38"E, 140.00 FT.; THENCE S0249'22"W, 46.75 Fr.; RULES AND REGULATIONS, AND ALL OF THE THENCE S87'10'3TE, 190.00 FT.; THENCE S02'49'22"W, 32.31 FT.; CONDITIONS OF APPROVAL HAVING BEEN 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 COMPLETED, THIS DOCUMENT IS HEREBY FT,; THENCE S3418'25W, 4.36 FT.; THENCE SOUTHEASTERLY ALONG THE ACCEPTED. THIS CERTIFICATE IS HEREBY ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND EXECUTED UNDER THE AUTHORITY OF SAID DISTANCE OF S08'05'07"E, 33.71 FT.; THENCE SOUTHEASTERLY ALONG RULES AND REGULATIONS, THE ARC OF A 525.00 Fr. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S4954'14 E, 28.83 FT.; THENCE S4719'50"E, 193.52 FT.; THENCE SOUNHEASTERLY ALONG THE ARC OF A 225.00 FT.�O RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S38°46'18"E, 66.97 FT. U THE NORTHWEST CORNER OF LOT 232, SAID DATE OF EXECUTION LITTLE ROCK PLANNING CYPRESS POINT; THENCE S5947113"W, 50.00 FT, TO THE POINT OF COMMISSION BEGINNING, CONTAINING 13.0965 ACRES MORE OR LESS CERTIFICATE O RECORDING 25.00' I o0 740.00' THIS DOCUMENT, NUMBER c •t)051`SaQ FILED FOR to RECORD_ '� as 200� 5 IN PLAT BOOK C' 0 0 od go PAGE jam. 269 10 ! 2s.00' WOLYN STALEY, Circuit County Clerk & Recorder ry° I c CIRC(7j� �. V O J Io 82 d` - �G a o /F1 140.00' 900°. �1 NEI�4 NF.1I4 y�'��� N t # 90b SECTION 14 ' * 0, an �10' Esmt. T-2-N, R-14-rf 0 �1 /_� �•�L f 11 i d°o a 140.00' © °o� Q Q SE CORNER 2 � 8 N3/4 +N11 NC1i4 NE7/4 'lJ 1M ;5.00' S87° 10'38" E N Rom% y.;.',;U 17 ON o j�fo secrioN 14 1 25.00' ��- p° 9°. d o 140.00' �-1 G,° 50.00' 9 0- °pI N � 10 � L ' 18 0`) S8T10'38'E 140.00' 1s N o°� 94os1 283 9%0, 4G.G0' N� 9titi 13519' 'S' I 1 d°o 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. 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. II' II wIK, /r--I+10' EmL CD p 1 MINIMUM FLOOR ELEV. p N 265.00 00 28 4 I- . Qe/ N 1703'00MINIMUM FLOOR ELEV. ONCt S870 10'38" E 9d190.00' 186,57'00" 265.00 170'49'20"9140,00' 9. aW50,0Nia"v0' ' „' NNN 10.st°'N 299207 CrMlWUM FLOOR ELEV d',�rn -I1 L„02Bld9 Ln 5'30MINIMUM FLOOR ELEV. 5 I00 265.00 1867'00 /p N 00 N `° O 0 0 m U o© O o > 94• ' t1rn z �9 - ��. crn ,� as 140.0 - --_o 1�191< 9� o.\MINI�MUM FLOOR R ELEV. 265.00 265.00 4BUCKLAND ROAD26 ?g u.sin� 0) R225.00' O C3 8° G1_w rr�?/ �..� CDS18°33'53"W w 35.97' 74.05' - _ - 72 �s,°/ G,1 1_C122,09' CTI 1 3 y� - �. 5G n / '03. �BI69. `S / o `b oEsmt.- r 09L5 \ '` ® ^'jam i m w 83 a /, of �. R25.00 CDSOF05'07E 265 264 0 �6/�+o' °o, \ �sp3 \. LC33.71' N: I IW MINIMUM FLOOR ELEV. ^� MINIMU MOOR ELEV. MINIMUM FLOOR �. O� I 62�. ?g eld9' 4 \ @ - R525.00 NE 114 NE 1/4 rn C MINIMUM FLOOR ELc+ e „ _265.00 � 265.00 CDS48°54 14 E ---- SF'1/¢ NEi/4 ------ - - - -- -- -- --/ ---- - ,-_- �F` _� �,. LC28.83' MINIMUM FLOOR ELEV.265.00 / �` ---__-__ Esmt . lr s. 6T03'00' W 1 5261 .1 °11s , °o _ O / 'J 90 = MINIMUM FLOOR ELEV. 3 \ s a� 0" 110.00' 9d°° - _ J o 'o� 265.00 L i g.22 106.86' o$ch'- _ Q, NN \ A M 3 g i �7 LIMITS OF 100 YR. FLOOD -' N85`08' 18" 01,42' °°' }os2`''S j �co� /R475.00' \''� 19�s - g1.9ti' 19a'�2 j W 318.2p' - _ - - � k1 - - - CDN49°40' Y �. __ FQ� goo` o © S o� �� ��. ' LC38.85' ffa9 79 R225.00' Qy Doti - o �9�795 ,00 CDS38°46' 18" E LC66.97' ARKANSAS STATE PLANE COORDINATES _ 2 ___. F \ N 175082.12 E-------7.33D O__. \\ -__--,_. _-N 175122.73 E 1173645,71 3 N 175253.89 E 17 73503.42 O PLAT 4 N 175279 03 E 1173473 80 Q_ N_175179_80 E 1,73350,32 -- _.._ - �- TRACT "s" LOTS 261 through 284 Q6 N 175221 76 E 1173287 88 " R 17 S.00 N 17524673 E 117297074 THE RANCH LOTS 299 and 300 CDN3646'1809' 232 (gl N 17520269 E 117278627 Plat Bk. D, pg. 265 0 O N 175391 11 - E 1172718 53 10 N,. 175576 85 - E „1172706 79 f" E S S CY7` POINT WEST $1 \. 1 1 N- 176449 15 --,-,_ E 1172749 80 Q N 176442 73 _ E 1172902 60 - d q-� ...� 13 N_ 176488 89 _ E 1172996 41 _ „ _-- AN ADDITION T O T pi CITY OF � PLAT BK. F, PG. 110 �O 14 N 176480.74 E 1173083,94 AJ 15 N 176430.96 E 1173079 30 16 N 17559397 E 117303803 17 N 62 E 1173227 80 1 g _175584 _ N 175557 53 E 1173226 47 1Q N 17555064 E 117336630 Q N 175503.94 -_ E 1173363 99 N 175494.58 E 1173553 76 �., N 175462 31 E 1173552.17 Q N 175346 58- E 1173513_30 24 N 175342.98 E 1173510.85 2�5 N 175309 60 E 1173515.59 N 175290.65 E 1173537.31 N 175159 49 E 1173679 60 (98 N 175107.28 E 1173721.54 CURVE LENGTH DELTA TAN. RADIUS C1 59.84' 1708'37' 30.15' 200.00' C2 329.94' 3748'2T 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' 1354TZ 18.29' 150.00, C6 121.08' 92'29'57" 78.34' 75.00' LITTLE ROCK, ARKANSAS < 4 PART OF THE NE 1 /4, SECTION 14 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS MAY, 2003 13 VV =elU/d]111 fIIl/Nay & A. 9,]+®u...1Lh11! 1 ,9P 11 YC. [jjCIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 1124 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Signed a i1-3 PAGIS Marker # 2090-0018 Job No. 02-0278 Ined E02 Zb :91760 Ed APH Lad 1V]d\8EdA3\H3NVd\E02\ :NI