Loading...
HomeMy WebLinkAboutS-0285-AAA Map 3R 100.00' CDN63°48'07" E LC 104.56' - - _ 120' AP & L EASEMENT S84°40'41"E 87.90> o S84.40'41"E m " S87°35'41"E - - -- - - - - - - 152.93' a7.90 - o 152.93 1 �- -- ------ �� s02S, 7ASo'So ©_ 87.90'-- OS, � ���� a •-- 15 M Bldg. D-'r,e `�09h 9 275 194'44'i0" �t 133'45'00" 10' EsmL-�- I / Ico 9 25aG' 2500' i 276 0 I I _0I 140.00' o'op, I o I I 90-00, Y Esmt. 25.00' °O I °�° 140.00' P y°O°rye I o I m 277 0 O °oo"i �01140.00' sobp, I F� �I sp'oo. a� ° 140,00, N 273 io N0. 0 I NI ( 278 lJ 140.00' .90. I oN 00, s000 I I o ad ° 140.00' Ln 272 0 0� I I 6°00 O 00 O P. W I 279 o G6 a 00 LO w 140.00' 90�p 1+�1 Lo � D7 CV [t 0%0 N I rn O N 140.00' 0 271 o W 6 o Q7' I o I�; I r�ll x 10' Esmt. 280 0 140.00' s0'op, I o sO'op. I �I f j 015 I 0 270 Io O I p I 9O°O I� I oI 281 140.00' sooo o I - I 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. RANCH PROPRTIES, INC. '/3co3 900 S. SHACKLEFORD, SUITE 300 DATE! OF EXECUTION LITTLE ROCK, AR 72211 - a2 le - BY INSTRUMENT NO. 89 62166 THIS `.. .........., CERTIFICATE OF SURVEYING ACCURACY PLAT A G .•° °T, ••,�• ti0 4•'°°"°° •°a, �•° STATH OF °•°°• I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS VICINITY MAP ?' NSAS ' PLAT CORRECTLY REPRESENTS A BOUNDARY NTS N .1281 a a SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND slcanru 'sy�0�°'°•eo9p ARE CORRECTLY SHOWN HEREON AND THAT ALL ,•�f� M, a SURVEYING REQUIREMENTS OF THE LITTLE ARKANSAS STATE HWY, 10 ••,AL .... HAVE BEEN COMPLIED WITH. ewo ONC�U CHEN z 2 5 3U O3"/az 2 - 4J CHENAL PgRKWAy =� � Z 3 DATE OF EXECUTION PAUL M. WHITE F REGISTERED LAND SURVEYOR o 0 O NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY CYPRESS POINT WEST AR111n, SAS I, TIMOTHY E. DATERS, HEREBY CERTIFY OF SECTION 14, T-2-N, R-14-W, LITTLE ROCK, * * * THAT THIS PLAT CORRECTLY REPRESENTS A PART OF THE NE1/4 �t9 REGISTERED PLAN MADE BY ME, AND THAT THE PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: PROFESSIONAL � ENGINEERING REQUIREMENTS OF THE LITTLE BEGINNING AT THE NORTHEAST CORNER OF LOT 4, CYPRESS POINT, AN ENGINEER ROCK SUBDIVISION RULES AND REGULATIONS ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON i * °` ` THE WEST RIGHT-OF-WAY LINE OF BUCKLAND ROAD; THENCE NORTHWESTERLY * N0.5033 �¢50) HAVE BEEN COMPLIED WITH. ALONG THE ARC OF A 175,00 FT. RADIUS CURVE TO THE LEFT, A CHORD ®�o 11%�'�/1° BEARING AND DISTANCE OF N3846'18"W, 52.09 FT.; THENCE N47°19'50"W, 193.52 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A B®6t� 53�, 6 475.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE DATE OF EXECUTION TIMOTHY E. DATERS OF N49°40'287W, 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.; REGISTERED PROFESSIONAL THENCE S75'59'13"W 190 12 FT • THENCE N1946'32"W 200 23 FT ENGINEER NO. 5033, ARKANSAS THENCE N0337'OTW, 186.11 FT. TO THE SOUTHEAST CORNER OF THE N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14; THENCE NO2'49'227E 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 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 S87'10'38"E, 190.00 FT.; THENCE S02-49'22"W, 27.12 FT.; THENCE S87'10'38"E, 140.00 FT.; THENCE S02'49'227W, 46.75 FT.; THENCE S87'10'38"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 S4954'14"E, 28.83 FT.; THENCE S4719'50'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 S59'47'1.5'W, 50.00 FT. TO THE POINT OF BEGINNING, CONTAINING 13.0965 ACRES MORE OR LESS. 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 rrAND REGULATIONS. (` DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION 90op, f I I CERTIFICATE OF RECORDING 25.00' good GENERAL NOTES: 740.00' THIS DOCUMENT, NUMBER FILED FOR 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS o m� • I RECORD a 200:j) IN PLAT BOOK T e PAGE BCD 2. ALL EASEMENTS SHOWN - _ _ = ARE TO BE USED I Q zs.00' 2 9 doo FOR DRAINAGE AND/OR UTILITIES. I I r WOLYN STALEY, Circuit County Clerk & Recorder ry°° � �• CtRCU7�. 3. LOTS WITH ROUNDED CORNERS ARE I `�-Ot T �.e �ti MEASURED TO A POINT OF INTERSECTION o J (J o� o • k "� : 0 OF LOT LINES AND NOT POINTS ON A o �� 8p - 1° G� CURVE. N I m oo' ° ootia Q 140.00' 00-00, NE 114 1�'E 1 /4 yo� w � 4. DISTANCES SHOWN ALONG CURVES ARE I 90 �-I SECTION 14 °yo _ ' tea° CHORD DISTANCES. po' �10' Esmt. T_2_nT R_14-TY a` � �/! T/ �Sre 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 zo oo oo°�`�_ 'f 6. THE MINIMUM FLOOR ELEVATION OF 265.00 IS THE MINIMUM I I ° ¢ REQUIRED BY LITTLE ROCK ORDINANCE. °' a 140.00' O N �� �� 268 I i 16 S87 10'38"E 190.00' 7. ALL LOTS HAVE A 10 FT. EASEMENT ACROSS THE FRONT, SE CORNER i7 CV ^� ��! w1!4 tir.1j4 NE1/4 2s.oa 2500' ADJACENT TO THE STREET RIGHT-OF-WAY. SECTION 14 ri --- 415 90-0 140.00' <t o 0 9°°'s .00' o N / o N O I I ^ I I I 1s S87° 10138" E 140.00' 1s o ° 9y ps r1i I I 9p.0 . 140.00' 0 N 13519' 'S' (J90t\ 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. /'� ,J �--10 Esmt. � c0 CD p I MINIMUM FLOOR ELEV. p 2 }( // �, h N'iY CIA00 p 186'5T00" N 173'03'00" MINIMUM265.00FLO R ELEV. CD k4 I Im 170'49'20" @ S87°10'38"E 190,00, 1 yam. wI Q Q c I I N v 2 eJ eJ 997p. 140.00' o 50 00, N 267 N a N 1z, ° N� I C�71 303'p6 `� �� I �IN `-I/ I MINIMUM FLOOR ELEV. O 90 C"i W N N MINIMUM FLOOR ELEV. L,, ° !�� I 265.00 'a' CO 265.00 186' 7'00" W grti00 w 2ir. �(j,`1° 25' BMg. Line d I �N p 164' 15'30I a G ^� © O m s ASS•-� J z, W 9 �120.76 7.18 I 3 oo., 2500' 25.00- , 1 _�\ MINIMUM FLOOR ELEV. J / t" 60 ��I m '"-- -- �--- �- `oa 265.00 �a -- - BUCKLAND ROAD 5.91' 119.74' moo. �'25' _ N soy,. ti25, s �/Nssos'16"w A� . r CDS18933'53"W ,135.97 :'w , , .., :=!'_ 125 29 74.05' '2 70 \ , LC 122.09' 1g.98 °h o� - o - 006 N 17.32' .:� '9JO�, 5 81d9• Line 'S. 2s Ln �J 7 0 6 10, Esmt.-►I L r � t0 r 60 m 03p9' 30. �, /,1b �tij� �' R25.00 I /� ' 5 \ ha ti CDS08°05'07" E ej76�0'// I 2 2 6 `7- 0 6 / �o1 0°"' � 76-.. \` ( LC33.71' a; h MINIMUM FLOOR ELEV. MINIMUM FLOOR ELEV. O 2 6 3 / C00 DI I 2 6 2 ?g� Bd W 265.00 265.00 MINIMUM FLOOR ELEV. p R525 00' tVE114 NEf14 o ,n MINIMUM 5.00R ELEV. e „ 2 6 2ss.00 26s.00 \ CDS48°54 14 E sE1/� IJE1/9 -- -�------- - -- ---- - - - -- - _ FW. \ C� LC28.83' MINIMUM FLOOR p� 265.00 26 !J � 67*03'00" 10' Esmt. a fir. \ �0 8S7 00° 3 MINIMUM FLOOR ELEV. �� Y O p,`V� / �' 3p. 9 110.00' g0°° -L J L .y0 1 �O 265.00 3 h 3 L oh i g8 22 0 _ 106.86' oao6 -L = �. 2 1�j�t1 OF 100 YR. FLOOD -'�- N85°08'18"W 1D1.42' �- 105 t'�5 a 12' 318.20' - - /R475.00, , _ rn 1 g1' �g0• - / ti� 1 - - - CDN49°40 28 p ��� ryo� o O s - o� - - h� ��. LC38.85' i ycr ARKANSAS STATE PLANE COORDINATES O1 N 175082.12 E 1173678.33 O° _- 2 N 175122.73 E 1173645.71 3 N o- 175253,89 E 1173503.42 O� ---- -- -- ------ - PLAT OF N 175279_03 _ -E 1173473.80 Q --.--N 17517980 E 1173350.2 _-- LOTS 261 through 284 _ TRACT J _N 175221.76 E 1173287.88 - LOTS 299 and 300 N 175248.73 _ - E „72970.74 THE RA N C H n N 17520269 E 1172786.27 P!ct Bk. D, pg. 265 N 175391 11 E 1172718.53 Do- - N 175576 85 --_- - E 1172706.79 - 1 N 176449.15 E 1172749.80 N 176442.73 E 1172902.60 IJ N 176488.89 E 1172996.41 3 N 176480 74 E 1173083 94 .._... _-..--- N 17643096_-__ ------- E 1173079.30__ 16 N 175593.97 E 1173038.03 7 N 175584.62 E 1173227.80 _ N 175557.53 E 1173226.47 . 'J' N 175550 64 E 1173366.30 D� N 175503 94 E 1173363.99 N 175494 5B E 1173553.76 N.. 175462.31- 1173552_17 _ N 175346 58 .E E 1173513.30 N 175342 98 E 1173510.85 N 175309.60 E 1173515.59 N 175290 65_ E 1173537.31 2_ -, N 175159 49 E 1173679.60 2 N 175107.28 E 1173721.54 CURVE LENGTH DELTA TAN. RADIUS C1 59,84' 1708'3T 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 A ADDITION O THE CITY.0Fw ARKANSAS �991,9, ti s� OF r9.T�3D' ° R225.00' �9 �795 \ CDS38°46' 18" E LC66.97 i R175.00' CDN38°46'18'W 232 LC52.09' \. cz d� PLAT BK. F, PG. 110 �O 4 ya \ .ryR' 47� PART OF THE NE1/4, SECTION 14 T-2-N, R-14-W PLAI PULASKI COUNTY, ARKANSAS � Sj ned MAY, 2003 BY: g �-L DATE: PAGIS Marker 0 ,-z)ATsms ASS AS4,S'®CCIL4i=,, ff4C 2090-0018 O CML ENGINEEEING. LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RA}kJNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 02-0278 TNed 600E Eb_G7 60 EE APH ?3d 1V1d\0EdAD\H3NVH\E00E\ W