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HomeMy WebLinkAboutS-0867-VVV Map 2CURVE LENGTH DELTA TANGENT ARC DEFLECTION C1 243.72' 48'44'41* _-_129.78' __ ---. 20.00.OT C2 _ -_ 87.61' 10.30'49" 43.93' 1TOO'OU C3 �- 101.20' 7T18'56" 60.00' __- -- 7623'40' -, _ C4 63.29' 4621'047 33.66' -_ _ 7623'4V_ _ _ CS I, - 46.8T 1T48'49" 23.63' ��'� � 30 PLAT BOOKF, PC. .302) { I �4 S88'45'07"E 118.03' Z o: v B0 j I R311.48' CDS13'51'12"E �S 150.33' (D LC45.46' 22162 \\ •S� N83'5515 E No43d F86 5033' 99i� © \\ 7537'40" 34 \ gy Lo6 o a �yh 0 79 96*01'55' O o v \11=) 10 �? w o" Y8n' 20 ao �r� oo\ \ ho 35 h \ \ 7` n� ^ \� 16'4 36 /o% i c1 9\ < 5 cOD 0 78 lYs�o,pSoo �M O W VGO Tract 98 Maunnelle Orchard Addition 153,45' `?�" r5 v TRACT H o R9. �\ \ "" 6 ,p s \ � CD� o� 142.69' STOd 1155*49*35 gcj LN1° N \9' z oO' gzJI 70 od h r> �I o oa, 77 d to x t` r CD I ti �0 6S0 8o-�� IOT�'p5 �0 69 �• 71'00'4d ass• gd 14250' o• "�, 80.00' s �o cm) 41' N 1 t44T25" �� r, 171"05'30 �R�} T Sul n N •� 188'53.15" �j� ,l s° 60 0 60 180 Scale 1" = 60 f t OP S A s'a' 64 Sl' N a22�s / � �814p4F F 10, �l 010 V 2/ / 415 , / 45 \ 11 rn�o� 44 ' 55 46 v-ko I��14 ff 'TSSRs• �45.088 �1 \ �y� � 47 do �h 10 tp5p5vs 145,30' TS930h fib. "�p\ °d Z' 48 d g(S°° \ J It W 37 �� 1tgA8°ld's 49 v 6625'00 N b"o ~ 43 11648'45^� moo. �p ,._ti,S ,yr.. Epp\ gdo°\ 50 oo C,\k a ti �1J s Q. Zh IF4. p p, �/ \/g 42 5 1 10T09'10" �OVR� 6655925" 4 1 SM7 \SS� 1�51c' Oo ? 40 ems\ ep 68'47'10,11 oo b \\ C3\ N1 oT°g 175.53' 39 W 76 rl�Oi' C5i a' ^ v? �+ rZ \ - r05, 1p L: <1qi 05` to°(i ° 1¢j, , 9 9g43.0p" 19 S88°34'02'E ° 171.0 , r> ' ri ~�, ,..; '� o \ \pp, T 0� ~ .a ,� 203p� nil CoI _..._—._. 530" / / v7� 7% 134'49'45 •u: •"`�o. Q 38 80,00 b . a5 1¢ C ?3 j �p y8 -� to y� 1 g5 o e'S1?a. ;� \ \ s OS, 4 v ° I 1 ' 189' 52 / w' 9g 1���1 1� o M 3.03, r W o lt, S' w ^ �h ryV v a1.4o^ o 2y, �o y 127 o I o 68 ar . _�• ,' '� �,�yes �n ,00\ \ , b 13, 93, „� � �o0 1 o0 's• y o0 41, 1r> ° °o. 1c' h 56 �� �ni ' n, W� 7603'35" o. 9555'2d �j:"19 a \ 'Qp, 39 22.0 160. w oo �> a a 35,61, st'S4't5 100 of m°j 67 \ \ \ \ 1' /�.� C 15408'3585,63, o 00' o � � 1 CD �D 75 �O �,AU, 15 13 8 of 7 •I \.; „\.- ,. ,v \ �� Ln 7 Q) . u�1 1 72 N76 °08'10`w , 7g, Bad I 3548. ��'.., 237, 8-5� \ \ \ \% ,,C2 �� °Q 53 ° I I 57 • s, s 1418;� 66 �l 0ga z o o \ ' '�s�. n ry 163.31 165� n5 �p i 2T25'Od CD t 4 b0 86 p ��. QCy� ` �, 0, o' 1 .Mi O O p per\ • CNN 18 574g \ 7_ �C 1� ri 8953'2� !n ' o� \ od 64 85,63. I o s• l _ 20^ 54,1L� 915, so iv N67, 123 p v ` 65 ", ,� g&S° N_N p� 7 �� ' �/ 74 �65�' N — s; p82 0, 54 0 9J° �• �� M 368�'8 ��5 8064 O1 160, iU 1S I8 ✓ ? I �rr., 0 0p" o (U rL 0 o to �� h ro 63 1, W JO. 73 6p O o 141.00' '.N� '' 'o �l tg0°° T1nLl�C? E o 3 ss 6° C) PROTECTED NATURAL AREAS (TYP) h 'v � � 8' �� 160,00' v cU Aoo 5p7 �y 74'45, 915�10 ' Q, I p0• ti 4 4' s 230.05' 3S, '�30" 1736 99•21' ' �� 55 9� �, N N88°45'17'W 230.05' 16 6' / g000 0 tO g A555 /o CS LEGAL DESCRIPTION M t' j ^ g 160.00' CD 0 0 0 inu r, l 62 �o of ARKANSAS STATE PLANE COORDINATES PART OF THE S1f2 OF SECTION 15 AND PART OF THE N1/2 OF SECTION 22, Norm+ ZONE T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: ' CO 98.5 56 1 N 11190s.z1 E II65of9.00 BEGINNING AT THE SOUTHEAST CORNER OF LOT 80, BLOCK 48, CHENAL Cu 90°0 158,98' 1 1 � o°o 0 2 N 171865.14 E 1165079,88 VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE 3 N t71923.35 E it65293.72 SOUTHEASTERLY ALONG THE WEST RIGHT-OF-WAY LINE OF BOURESSE DRIVE, w �'03'0o fGO M BEING THE ARC OF A 311.48 FT. RADIUS CURVE TO THE LEFT, A CHORD o 160,00' 4 N 172039.21 E 1165256.24 � 15715'35' �' (5 N n2o3ssa E 1165374.24 BEARING AND DISTANCE OF S13'51'12"E, 45.46 FT.; THENCE o 61 148'S8'00" 6 N 172109.58 E 1165417.37 N74'46'18"E ALONG THE SOUTHWESTERLY PROJECTION OF THE SOUTH LINE c'1 0 0 g"p0 (7 N 171777-14 E 1166124.75 OF LOT 33, SAID BLOCK 48, 221.62 FT. TO THE SOUTHEAST CORNER OF r> N f (8 N i71582.00 E 11ssz3o.00 SAID LOT 33; THENCE N1T55'40'W ALONG THE EAST LINE OF SAID LOT z Q 13p'3 'b Ce 57 0 y N 171075.0o E 1166118.00 33 AND EAST LINE OF LOT 32, SAID BLOCK 48, 121.78 FT. TO A POINT ON Nd o50• so' 1n 35 o THE SOUTH LINE OF LOT 30, SAID BLOCK 48; THENCE S88'45'07"E ALONG s�`O 123.50 �t21t2 (io N 170938.00 E 1166027.00 (11 N t7o938.00 E t165850.00 SAID SOUTH LINE, 118.03 FT. TO THE SOUTHERNMOST CORNER OF TRACT N, 1 N f7t072.o0 E 1165850.00 SAID BLOCK 48; THENCE N30'35'39"E ALONG THE EAST LINE OF SAID a TRACT F 8 5Nd Fr °yS� 3254 00 N 171300.00 E 1165766.00 TRACT N, 84.73 FT. TO THE SOUTHWEST CORNER OF THE PROPERTY OF THE roi 1313, ��°', \"°9, p2'% '`�s• 13 PRESBYTERY OF ARKANSAS; THENCE S64'51'42"E ALONG THE SOUTH LINE 9 1 N 171443.07 E 1165440.65 72-40,35+ \ \ 4 i 775• / 7�°t5� E 11s5z1o.00 OF SAID PRESBYTERY PROPERTY, 781.40 FT.; THENCE S28'16'42"E, � �N15No ��22:3p- (1g N 171500.00 222.15 FT.; THENCE S12727'25"W, 519.22 FT.; THENCE S33'35'36"W, (16 N 171285.00 E 1165180.00 164.47 FT.; THENCE S90'00'00"W, 177.00 FT., THENCE N32'04'56"W, "'�° 60 58 r� ° to 0 N 171290.00 E 1lsasso.oD 158.15 FT.; THENCE NO3'30'50"E, 228.43 FT.; THENCE N6T08'21"W, p w to (18 N 171429.52 E 1164827.61 368.28 FT.; THENCE N76'08'10"W, 237.57 FT.; THENCE S0756'36"W, A �13 (19 N 171565.48 E 1164831.01 217.08 FT.; THENCE N88'45'17"W, 230.05 FT.; THENCE N41'15'23"W, `S�,S� ,�� c 1zo N 17t5s3.a8 E ttsaslo.ss 185.60 FT.; THENCE N01'25'58"E, 136.00 FT. TO A POINT ON THE vs 59 9 to , (21 N t71893.37 E 116as1s.52 SOUTH LINE OF TRACT 98, MAUMELLE ORCHARD ADDITION, PULASKI COUNTY,b 34'02"E ALONG THE SOUTH LINE OF SAID TRACT rs ^� ARKANSAS; THENCE S88 98, 80.00 FT. TO THE SOUTHEAST CORNER THEREOF; THENCE N01'28'52"E bo b ALONG THE EAST LINE OF SAID TRACT 98, 330.00 FT. TO THE NORTHEAST �S �^� CORNER THEREOF, SAID CORNER ALSO LYING ON THE SOUTH LINE OF LOT 82, 4 ;3 SAID BLOCK 48; THENCE N83'55'33'E ALONG THE SOUTH LINE OF SAID °°° .5N�,od s LOTS 82 AND 80, 150.33 FT. TO THE POINT OF BEGINNING, CONTAINING s 177.00' S 20.17 ACRES MORE OR LESS. 11 S90°001001W 177.00' 10 CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION DELTIC TIMBER CORPORATION # 7 Chenal Club Blvd. Little Rock, Arkansas DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS D.R. PAGE 88-61004 INSTRUMENT NO. C[gTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 19 IN PLAT BOOK . PAGE 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. ALL BUILDING SET -BACK LINES ARE 25' UNLESS NOTED OTHERWISE. 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 PLAT OF LOTS 34 through 79 BLOCK 48 TRACTS D, E, F, G, H, J &�, BLOCK 48 I NMu 11 - NMI AN AIIDIIDII�P GH '10 TM (CIPIP�Y ®IF ]LII'IC�T IE IR&CE9 A OAZ T o b e known as " D UQ UESNE" Community JANUARY, 1999 2 h�l1{r�/�r 1r1� �1 ��/r/�rp�q n �q�}1��/a}�� �. q �T�I © WIfIIJL LL �G'DA I! /CillO�' A 111aYJ'UULL.i/ A 11 51 lil icL M CML ENGINEERING, LAND PLANNNG & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITRE ROCK, ARKANSAS 72201 M