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HomeMy WebLinkAboutS-0867-PPPP MapARKANSAS STATE PLANE COORDINATES 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. DATE OF EXECUTION Deltic Timber Corporation 7 Chenal Club Blvd. Little Rock, AR 72223 D.R. 621 PAGE 233 RTIFICATE OF FINAL APPROVA 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 CERTIFICi TE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD--, 20 PAGE CURVE DATA CURVE LENGTH DELTA RADIUS TANGENT C1 13.95' 09'24'22" 85.00' 6.99' C2 235.43' 56'30'14" 1 238.73, 128.28' C3 76.47' 2912' 8" 150.00' 39.08' R 102.50' CDN09024'41"W �- LC83.34' Olt, mil\ZAJ RTIFICATE OF SURVEYING ACCURACY 1, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL 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 ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS ///SATE Of e 1✓ It N5AS REGISTERED PROFESSIONAL ENGINEER 1�0 No.5033 ' =ZyY F , 50 0 50 '". •.. GENERAL NOTES: �4GISTER '• STATEOF1 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS ARKANSAS _ NO. 1281 ` 2. FOR EASEAND/ORME ALL NTS SHOWN UTILITIES. ARE TO BE USED e 0 c O •• SIGNATURE �•• .yo9 .,��wc.� �V e 3. LOTS WITH ROUNDED CORNERS ARE �f% &Z na V0 MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. ILLAI�,,.• 4. RADII AT INTERSECTIONS OF STREET RIGHTS -OF -WAY ARE 25'. 5. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 6. ERROR OF CLOSURE: EXCEEDS 1: 50,000 7. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP R62.50' FOR PULASKI COUNTY, ARKANSAS. CDN26'05'46" E 8. AREAS DESIGNATED AS TRACTS ON THIS PLAT ARE TO BE LC10.25' USED FOR UTILITY, DRAINAGE, BUFFER, PARK AND AESTHETIC PURPOSES AS RECORDED IN THE ORIGINAL BILL OF ASSURANCE, INSTR. # 94-26389, APRIL 11, 1994. ® 149.97 N80Oro, 53» E 68•84' $ S683 4, 0 81.13, o°j VL ^i Bg ° 01 ,�^'i h� /�•; 4�gs '3Q7p, / F, © ho / 80.35'4D• ® `� a C— D-1 ¢D-29 0 i*1 a — 35s324 rn sue, 10' D-30 �/� o �2 "y 3 /moo ^^� SO 4� \ ! �h R159.15'�i�^� �o^' od/�� y /'so ,so / 9 CDN21'3437"E i s0`� E do° o / �•/: 2� eF vry\/ es,3 8s. ,FILED FOR ,IN PLAT BOOK Scale 1" - 50 f 150 i , C-16 i R261.23' \ ' CDN86'42'38" E C-15 LC5.40' '-__ 00' mil 16:23LC 13.0126. CDS86'5f'1 �0�2 'EO�jY' Fwnr. VOL, _ 4 LC44.05' /saoo' D-1 9a0C' COv� o � �' � / ^p, w !�� 4S/ / 5 fpm�• _ f 2i?g v O / /?1 p° 0� / 66 0 // /?�2 1l$.59' S' Bldg. 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LEGAL DESCRIPTION PART OF THE S1/2 OF SECTION 26, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHWEST CORNER OF LOT C-28. BLOCK 13, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE NORTH LINE OF QUERCUS CIRCLE; THENCE N80'46'50"W ALONG SAID NORTH LINE, 97.36 FT.; THENCE NORTHWESTERLY CONTINUING ALONG SAID NORTH LINE BEING THE ARC OF A 263.98 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N69.59'26"W, 98.84 FT.; THENCE N59'12'03"W CONTINUING ALONG SAID NORTH LINE, 341.70 FT.; THENCE NORTHWESTERLY CONTINUING ALONG SAID NORTH LINE BEING THE ARC OF A 263.98 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N4539'19"W, 123.66 FT.; THENCE NORTHWESTERLY CONTINUING ALONG SAID NORTH LINE BEING THE ARC OF A 386.75 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N27'20'13"W, 64.38 FT.; THENCE N2225'127W CONTINUING ALONG SAID NORTH LINE, 12.56 FT.; THENCE NORTHERLY CONTINUING ALONG SAID NORTH LINE BEING THE ARC OF A 295.81 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N01'46'49"W, 208.95 FT.; THENCE N18'52'35"E CONTINUING ALONG SAID NORTH LINE, 9.52 FT.; THENCE NORTHERLY CONTINUING ALONG SAID NORTH LINE BEING THE ARC OF A 159.15 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N21'34'37"E, 13.01 FT.; THENCE N65'35'24"W CONTINUING ALONG SAID NORTH LINE, 45.00 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 102.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF NOT24'41"W, 83.34 FT.; THENCE N5723'46"E, 45.00 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 147.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S24'53'52"E, 39.56 FT.; THENCE N72'48'31"E, 98.22 FT.; THENCE S80'20'36"E, 56.31 FT.; THENCE S70'48'50"E, 271.35 FT.; THENCE N30'47'57"E, 53.51 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 62.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N26'05'46"E, 10.25 FT.; THENCE S6836'25"E, 175.70 FT.; THENCE N30'47'57"E, 56.79 FT.; THENCE N80'06'53"E, 149.97 FT.; THENCE S31'34'07'E, 142.63 FT.; THENCE EASTERLY ALONG THE ARC OF A 261.23 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N86'42'38" E, 5.40 FT. TO A POIN1 ON THE NORTH LINE OF QUERCUS CIRCLE; THENCE S02'41'47"E, 45.00 FT. TO A POINT ON THE SOUTH LINE OF SAID QUERCUS CIRCLE; THENCE EASTERLY ALONG SAID SOUTH LINE BEING THE ARC OF A 216.23 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S86'51'02"E, 44.05 FT. TO THE NORTHWEST CORNER OF TRACT C-C, SAID BLOCK 13; THENCE S16'33'01"E ALONG THE WEST LINE OF SAID TRACT C-C, 197.98 FT. TO THE NORTHEAST CORNER OF LOT C-21, SAID BLOCK 13; THENCE S73'26'59"W ALONG THE NORTH LINE OF SAID LOT C-21, 120.00 FT. TO THE NORTHWEST CORNER THEREOF, SAID CORNER LYING ON THE EAST LINE OF ALBA LANE; THENCE N1633'01"W ALONG SAID EAST LINE, 40.00 FT.; THENCE S7326'59"W, 45.00 FT. TO A POINT ON THE WEST LINE OF ALBA LANE; THENCE S16'33'01"E ALONG SAID WEST LINE, 39.81 FT. TO THE NORTHERNMOST CORNER OF LOT C-25, SAID BLOCK 13; THENCE S60'51'01"W ALONG THE NORTH LINE OF SAID LOT C-25, 17.29 FT.; THENCE SOUTHWESTERLY ALONG THE WEST LINE OF SAID LOT C-25, BEING THE ARC OF A 100.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S45'49'29"W, 51.85 FT.; THENCE S30'47'57"W CONTINUING ALONG THE WEST LINE OF SAID LOT C-25 AND ALONG THE WEST LINE OF LOTS C-27 AND C-28, SAID BLOCK 13, 285.30 FT. TO THE POINT OF BEGINNING, CONTAINING 10.8539 ACRES, MORE OR LESS. PLAT OF LOTS C-22 through C-24, LOTS C-29 through C-43, LOTS D-14 through D-30, TRACTS C—G, C—F, D—A, D—E & D—F ALL IN BLOCK 13 lilts , ����� / oo� 4r u r1 r .NA L VA L L E Y 0 9�pD c— 30 , AN ADDITION TO THE CITY OF C-26 / 9a00 / v LITTLE R 0 CK, ARKANSAS /mom C-27 \` ,� ,So o to be known as the Oaks Community o� C-29 /9900 / WATER LYING IN THE SE1/4, SECTION 26, T-2—N, R-14—W PLANS APPROVED PULASKI COUNTY, ARKANSAS l r0 40_i�5B/�/ � EASEMENT 2002 y.�ne `s°C_8 APPROVE � , 103128, EASEMENT REQUREDInn 7- Z/y��'�TRACT 'C-P,-'DATESa16Z Lew < '! �4 > )\" C N897 36 0» w ,O /; BY © �F- DA1717EL8.�' & .41230C A= I M(C _z , CIVIL ENGINEERING, LAND PLANNING k DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223