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HomeMy WebLinkAboutS-1221-B Map 2RTIFICATE OF OWN 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. DATE OF EXECUTION DELTIC TIMBER CORPORATION # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 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. (LOTS 29, 30, 31, 32 & 33, BLOCK 73 HAVE HAVE A 15 FT. BLDG. SET -BACK LINE) 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS ,NOTED OTHERWISE. 24 90'0p• Z / tiV I 21 Ln rn In L!7 n ro N Oa CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND An- rngPr_-rTI V ClIn,e,NI I,IF'hc'nnI pn!n TNA•T �,I I SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS 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 1\VV \ JVIJL JI VIV L,I II F IIVV rLJJ _. • �/,.J HAVE BEEN COMPLIED WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 60 0 60 180 SIF1/'4, LVTY1;'4 Scale 1" = 60 f t S83'40'30"E 119.22' 231,28' 7 112.06' S63 9 5 s BLOCK 7-f �74.69l' RTIFICATE 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 AIVLfILV. IIIIJ GLIv111IVhlIC IJ 1ILIv�L+i EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 19 IN PLAT BOOK PAGE :SE 1; "4, �IV GY 1 %4 2 'tea u 60 \ ss' N v I 6 �751'� oo' 4d,� 9 3 l0 z5 ed9 �w/ sJ° 37p.52' 70.25, �o� 94ti5'd\ ,s� \rs 0 9 \ _ j S,. 2 �5 - -- - -._- °d 8852'05' 29 N d°d /85 0• gVAUX - �m�. 9j _ k 1N06, �• 31 � CLEF, is 33' a / a� J 0 -5 R25.00' $ CDS75'00'21"E d,` � 's \ \A� \ �88L13r22''25 \ F N6��2556 '�� LC33.13' i db/ N !' ^ \ \ 586 3.4$ 30 t m` �+(a, '0 o e VV. 15629'20r� l C / y e OT (� Q O 34 \ \ cv G \ \ / 1� 3 \ \ w � w � 1ti5 � s \moo `\ � I� T D ' � ",� 55 � s� `�•�fo 9�� ,J;;2>'� CDS38'35'18"E 4 �a0a� i' a �d¢°� d> �j LC89.84' . \ 84'45.20" F \ } `Ca \GO ,'•. \`ro �, �5 3 \ s� O \ e\ \ 42 /' 'CLi o 10 �N � "- `3 0\\O � � m G. o \ / gyp / %� \ S z ��89 �ti �� a 00\ N� �h s• 1 i, a v�° �^ TRACT A 8511'S0 9 �VW1;14Y% SW1i4 76 �\ 1 7 s C 19 ss \ c' \ - -'w / s o 00 \ O \ \ \ Aa ,h `r�T q 54' o 0 6= 5• I \ cP O. 9 i�E 1 '4, � J YY ! 14 ��°� �S' 48.50 11Tz5'zd 1 / O� \ O \ ei� 'j6i�O Co (� % \ xO' \ O 90'O0' /r, \9a00 \ o \9a00' o, 134.67' o 0 yhd \ \ `'�. 8 0 50 d y S saoo' \ O ? 10,. 9a00•p�o0- 10"��6$ `� '4 Co' \ \gym Op •�"'� o. 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S'F, •.6 o, 85.84' G�660�os9 'S46w CHENAL VALLEY 18A PART OF THE W1/2 OF SECTION 16, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS; MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF TRACT M, BLOCK 48, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE SOUTH RIGHT-OF-WAY LINE OF CHALAMONT DRIVE; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING: N68'43'08'W, 509.53 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 447.47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S7635'47'W, 509.27 FT.; THENCE S41'54'43"W, 293.39 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 507.47 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S76'01'30"W, 569.21 FT.; THENCE N69'51'42"W, 237.35 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 924.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N73'30'43"W, 117.77 FT.; THENCE N7709'447W, 742.17 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 185.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S85'43'25'W, 109.18 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 18.75 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S56708'01"W, 8.10 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 188.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S29'01'21"W, 95.00 FT.; THENCE N79'08'48"W, 50.20 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 188.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N04'03'57'W, 96.80 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 18.75 FT RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N30046'00'W, 7.66 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 185.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N59'51'19"W, 110.37 FT.; THENCE N7709'447W, 318.51 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 507.47 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N68'03'43"W, 160.52 FT.; THENCE N5857'43"W, 210.73 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 447.47 FT. �'41E Hwr / tp T. ROBINSON HIGH SCROOL THIS PLAT ON4Ig11ONT "ba1Hq� L W VICIN Nis MAP NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. B v PLAT OF II4 LOTS 1-8 BLOCK 71 I' NO ADDITIONAL EASEMENTS REQUMM TRACT A, B, C, D & E BLOCK 73 L1 ADDITIONAL :ASEMENTS ARE REQUIRED TOTS' 4 -6, _ BLOCK 73 o� LOTS 23-33, BLOCK 73 0 5 s{--� �•-� LOTS 35-41, BLOCK 73 7° �h,7 5, "� ��;' +:me LOTS 74-767 BLOCK 73 LOTS 1-16, BLOCK 74 RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE CIMM172jPJAH2 //� \ �7 N73'22'06"W, 222.66 FT.; THENCE N8746'28"W, 182.40 FT,; THENCE NORTHWESTERLY ALONG THE ARC OF A 507.47 FT. RADIUS CURVEE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N6943'14"W, 381.09 FT. TO THE POINT OF BEGINNING; THENCE S4750'057W, DEPARTING SAID SOUTH 11� RIGHT-OF-WAY LINE, 262.00 FT.; THENCE S42'09'55" E, 82.95 FT.; ANAI�jIDMON ll rDv ® = C= CIF THENCE S4750'05"W, 112.4 FT.; THENCE N42'09'55"W, 46.69 FT.; �\ R � ��R' n �� n �T��� THENCE S4T50'OS"W, 112.17 FT.; THENCE S20'43'19-W 174. Fr.; , Lle K, tiVNl.�IA THENCE 52T13'52"W, 372.17 FT.; THENCE S65'57'19"W, 174.73 FT.;xj\ THENCE S8709'53"W, 85.84 FT.; THENCE S72'23'44'W, 160.16 FT.; THENCE N44'26'00"W, 61.68 FT.; THENCE N42'07'29"W, 153.40 FT.; THENCE N14-32'08"W, 255.11 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 597.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S76'39ASTER ALA FT.; THENCE NIA 547.96 T. RA To be known as "CHALAMONT PLACE" / FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 547.96 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N7Z59'15"E, 93.09 FT.; THENCE NO2'44'57"W, 144.25 FT.; THENCE N13'37'3TW, 214.04 FT.; THENCE N00'02'55"W, 118.79 FT.; THENCE S7948'29"W, 25.00 FT.; THENCE N1TI1'31"W, 50.00 FT.; THENCE N70'48'29"E, 170.17 FT.; THENCE N19'11'31"E, !21.91 FT.; THENCE 3*40'3CrE, BEING PART OF THE W112 OF SECTION 16 % 170.00 Fi.; THENCE N50'46'28'E, 89.54 FT.; THENCE S83'40'30"E, 231.28 FT.; THENCE S63'09'54"E, 114.69 FT.; THENCE S3ZOO'4TE, 115.75 FT.; THENCE S29'36'20'E, 110.08 FT.; THENCE N63'29'55"E, T-2-N, R-14-W �N`.✓S JD 125.56 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CHALAMONT DRIVE; THENCE S26'30'0S"E ALONG SAID WEST RIGHT-OF-WAY e, PULASKI COUNTY, ARKANSAS LINE, 100.00 FT.; THENCE N6329'55"E CONTINUING ALONG SAID WEST ,Q�U �N RIGHT-OF-WAY LINE, 25.33 FT.; THENCE S33'30'37'E CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 93.87 FT.; THENCE SOUTHEASTERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A DUNE, 2001 Vvo 507.47FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCEOF S38'35'18"E, 89.84 FT. TO THE POINT OF BEGINNING, CONTAINING 20.1860 ACRES MORE OR LESS. I 1 © W=F ImAl7flEW & .4 SSOCfAMVC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RA14LING CIRCLE LITTLE ROCK, ARKANSAS 72223 Oh 100e 9V:E2 EI ej Irf nUl 1V1d\V9;\A3\6661\ N