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S-0285-YYY Map 1
40 0 40 120 Scale 1" = 40 ft - - - - - - - - - - - - N87•as 4sw - - - - - --I- - -1 10 San. Sera Esmt.--{ + � I Itihl ( I I - -� � © �-� ', �. _ •-ate,_-c �=_ � _ =_ ��` / - Ne9 orw S87'35'43"E 445.18, _ TRACT A ©%I Lc1141�_ 38. 9' 8T33'43E-T4233.19'38239 Ns2ar w 321.85• 58�33'43"€-E09.25'I' I W 173.58_' _ sa as m-3$•4 '- 15 5' 3 33 21' = I Il� �- m zc b ' asp. �4d' °000 9P b it s°o i In L DO• 44 A p0. 4 `p' p` 94 uJ BLOCK 2 I W v s _ BLOCK 2 5B 5A 4B 4A � •- o N o 0 U I I Z' m o0 00 3B o 3A N 2B 2A M 1B 9A rn N N CV M 1\ z 24' Access & UtiL cCD r �- -ACC e - __Utility Eosement 23.93' �38-3T' ry o += 38.20' Access t9.42' 93.83' m 33.29 O 38.43' 4� A6ti «'y^ti ^ &Utility Esmt t� VS7551,1crw E 33.33' 'O'N +0.es• SST38'4g W w A o n n $_', R1095.48' I 33.71 E CDN7716'25W /J 5, 23.40' 57.79' rl5'3R790*W h0 CDN89'15'33"W o 10.1g 4 i 1t� ' LC85.28' 3 10.55' 22.68' a 38.24 o R790.00' rjA R125F , C12875' N860.93' W CDNSOt� 4 cpNts` 74.7z R100.00' ; gq.2g' \ CDN81'39'11"W p' Lc207r •Q _ ' , to �o�e<�Sm TRACT A o cJ673LC 5w LL031AT E \ 6 �N STONEBRIUGE APARTKE_VTS ` \ � \ 31. TRACT G-R, THE RANCH t otel PLAT BK- H, PG- 224 R50.00' CDN07*I8'00'W \ f� LC87.22' Z,50.00j', As / \ % Y oo" / i so CDS76'18'18"E / tih %� \°3is 4 LC7.21 ' ws/a o *61 \ ja� ti 36.50 - \\ 9?vros `a4 0 f \ ,D M 10, G 19.35' \ \� 9 t BLOCK 1 \ o 268 267 CYPRESS POINT WEST PLAT BK. G, PG. 668 ,- ND ROAD BV C 'LA 266 \ \ h, ti i tJ Q O�j Ln Lo, CN rD 'd- too ` 1p `' my"N 8g59'°�\ 5 \N�3 \\ wN, No *0e<� " r s. \ �S 9 A'9vp0. t��� \ coN�335 ®/ / 747 65/ #2 13 p�°c'6 v do � o ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) _N 175050.67 E 1172841 56 ---- ----- -- > N 174942.86 E 1 17264 7. 11 Q�_ N 174861,58 - _ E 1172446 70 ;. N 174782.24 E 1172353 39 N 174760.20 E 1172262.49..- i) N 17492E 50 E 1172146 30 N 175066.43 E 1172117 05 g N 175064.72 c 117212406 -_ 3 N 175151.23 E 1172112 98- Q N 175263.67 E 1172045 00 N 175290.82 - E 1172135 29 N 175441,47 E 1172141 62 N 175422.79 E 1172586.41 4 _ N 175283-35 E 1172580.55 N 175233.98 E 117259037 6 N 175190 52 E 1172498 33 -_ N 175148.74 El 17240514 8 N 174938.80 E 1172503 82 9 N 174951 01 E 1172528.81 N 174967,93 E 1172574.57 2 N 175023.37 E 1172704.75 N 175101.82 E 1172776.78 N 175145.86 E 1172779.45 N 175171.31 E 1172771.62 N 175193.19 E 1172790.31 25 t5 \ \�o� �• e1 vo` m ,�Lg1 \ `Po NCB �1 �2 j6 S°°•mac ��_ © i°o 432" 564$g0 745'W+1j,�'�j �\SIri \P6 Qo, 3 \ CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS ..+rrrrr.•.n, PLAT CORRECTLY REPRESENTS A BOUNDARY •4 •,,.••'•�GZSTER��'•.,` SURVEY MADE OR VERIFIED BY ME, ALL r ¢•,..... oF., MONUMENTS REQUIRED ACTUALLY EXIST AND ARKA SAS' ARE CORRECTLY SHOWN HEREON AND THAT ALL N . test l SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE F EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY \ I, TIMOTHY E. DATERS, HEREBY CERTIFY % At A: AS `� THAT THIS PLAT CORRECTLY REPRESENTS A RECIS?E�E11 PLAN MADE BY ME, AND THAT THE PR�FBSSI®NA6 ENGINEERING REQUIREMENTS OF THE LITTLE, �►FESSI�R ROCK SUBDIVISION RULES AND REGULA N • R JHAVE BEEN COMPLIED WITH. �, No.5033 , 4P �''+:�• )V), db Lo DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS PARKLAND HEIGHTS, PHASE I -A \ ,THE 9a6-S y$ S \ 5 oti�9� h / 9. O PART ROCK, OARKNSASJ LOCATEDNNTHE HTHEN NEDt/400FTSOECTION 114, 0 T L2-N, R-14-W, PULASKI COUNTY ARKANSAS BEING MORE PARTICULARLY DESCRIBED S e" S6 M.001 AS FOLLOWS:?BEGINNING AT THE SOUTHEAST CORNER OF SAID n c0s7 LC94.7e �� ya TRACT J, THE RANCH; THENCE ALONG THE SOUTHERLY LINE OF TRACT J �i ARK11'SAS BAPTIST SCY.CrL THE FOLLOWING: (1) S60'59'42"W, 222.33 FT.; (2) S67'55'31"W, 216,27 o/ / / _-. _ -... u^ r - FT., (3) S49'3T 1.2 FT.; (; N1 '39' 22 , 14 .93 F FT( (5) ,`R C o 5 •�`L � \ a.;r s, THE KaNCr; N35'15'15 W, 201.20 FT.; (6) N11'39'S2"W, 144.93 FT.; (7) S�oS3k� TgA # ,__, aF D. p , NCH SOUTHEASTERLY ALONG THE RIGHT-OF-WAY OF CHENONCEAU BLVD. FOLLOWING THE ARC OF A 25.00 FF. RADIUS CURVE TO THE LEFT, A / CHORD BEARING AND DISTANCE OF S7618'18"E, 7.21 FL; (8) NORTHERLY ALONG THE RIGHT-OF-WAY LINE OF CHENONCEAU BLVD. BEING THE ARC OF A 50.00 FT. RADIUS CURVE TO THE LEFT, A CHORD i�2�pg"`N ® BEARING AND DISTANCE OF N0T18'00"W, 87.22 FT. AND (9) SI m °o N31'09'12"W, 131.40 FT.; THENCE N73'15'54 E, 94.29 FT.; THENCE g3.53 0° ° N0724'17"E, 150.79 FT.; THENCE S8T35'4S E, 445.18 Fr.; THENCE j S0724'17"W, 139.56 FT.; THENCE S11'41 17"E, 50.42 FT.; THENCE S64'49'13'W, 102.14 FT.; THENCE S65'51'16"W, 102.13 FT.; THENCE S25'10'327E, 231.98 FT.; THENCE N63'57'10"E, 27.81 FT.; THENCE N69'42'36"E, 48.79 FT.; THENCE N66'55'57"E, 141.49 Fr.; THENCE j N42'33'15"E, 106.50 FT.; THENCE NO3'28'15"E, 44.12 FT.; THENCE N17'06'147W, 26.63 FT.; THENCE N4930'58"E, 28.78 FT. TO A POINT ON THE EAST LINE OF SAID TRACT J; THENCE S19'46'32"E ALONG SAID EAST LINE, 151.46 FT. TO THE POINT OF BEGINNING, CONTAINING 5.8185 ACRES MORE OR LESS. ERTIFICATE 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. 6/6/0'7 DATE OF EXECUTION Y p t 1 INSTRUMENT NO. ZOOlpO2907 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. 4 DATE OF EXECUTION LITTL ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER aoo-70 q S'678 FILED FOR RECORD Jul✓E 11 200-7 IN PLAT BOOK = PAGE t9(p9 X,\�e c't��& =tu :•L% G i ( '0 r. q •' PAT &BRIEN. C(rcuR County Clem ` iwUry r f 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. TRACTS A AND B MAY BE USED AS ACCESS, DRAINAGE, UTILITY & LANDSACPE EASMENTS. IJo'(� �(N� ftzoPEK'.Y�15 ��>'i'G'r'rO RFi`�j'WG(•IVG C.c�/1Nb•.NT� �+`� `�� r�TN IN �•�I��- � �*`��L1t�NG� O Go 9 Ct:'11NT-r NO PORTION OF ANY LOT OR TRACT A IS WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. THIS PROPERTY WAS REMOVED FROM THE FLOOD BOUNDARY BY FEMA LETTER OF MAP REVISION, CASE # 07-06-0196A, DATED DECEMBER 7, 2006. w _-- PLA T OF LOTS 1-9 TRACTS A &• B LOTS IA-5A LOTS 1 B-5B BLOCK 1 BLOCK 1 BLOCK 2 BLOCK 2 PARKLAND Hh;JGHTS PHA SE 1 A BEING PART OF TRACT J, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, PLILASKi7t T r NSAS L II 1;s i:n4a MAY, 2007 Signed DATE: c CNL ETIOINEERN6. LAND PMMIG & DEVELoouEW. UMVEYM 24 RNNNO CIRCLE U111E ROCK, WMSAS 72.223 job No. 07-347P