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HomeMy WebLinkAboutS-0867-WWWW MapCERTIFICATE 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 DATE OF EXECUTION David H. Pickering (Owner Lot D-1) 11600 Chenal Parkway Little Rock, AR 72211 Instr. # ARKANSAS STATE PLANE COORDINATES N 163110.bU t nnay4.ry N 163106.39 El i N 163060.43 E 1171462.89 N 163149.60 E 1171206.61 N 163159.05 E 1171151.09 N 163130.02 If-1 _17105—T-26 N 163165.90 E 1171040.61 N 163141.65 E 1171002.70 N 163059.44 E 1171016.33 N 16304731 E 1170981.78 N 163090.07 E 1170902.38 W 1 33244.68 E 1 770738.64 F63478.03 E 1170933.88 63622.48 E 1170988.7163616.97 E 1171004.55 63635.86 E 117101112 63450.563 E 1171543.72 )� CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, HIS DOCUMENT IS HEREBY ACCEPTED. HIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION 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 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 50 0 50 Scale 1" = 50 ft GENERAL NOTES 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN = = _ = ARE TO BE USED CHENAL VALLEY 7E FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE PART OF THE EAST 1/2 OF SECTION 26, T-2—N, R-14—W, PULASKI COUNTY, MEASURED TO A POINT OF INTERSECTION ARKANSAS MORE PARTICULARLY DESCRIBED AS: OF LOT LINES AND NOT POINTS ON A CURVE. BEGINNING AT THE NORTHWEST CORNER OF TRACT C—E, BLOCK 13, CHENAL 4. RADII AT INTERSECTIONS OF STREET VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE RIGHTS —OF —WAY ARE 25'. S29'27'15"W ALONG THE WEST LINE OF SAID TRACT C—E AND ALONG THE WEST LINE OF LOT C-16, SAID BLOCK 13, 145.00 FT.; THENCE S3T14'34"E CONTINUING ALONG SAID WEST LINE, 96.72 FT.; THENCE 5 CHORD DISTANCES. ALONG CURVES ARE S01'54'37" E CONTINUING ALONG SAID WEST LINE, 43.69 FT. TO A POINT ON THE NORTH LINE OF QUERCUS CIRCLE; THENCE WESTERLY ALONG SAID NORTH LINE BEING THE ARC OF A 261.23 F. RADIUS CURVE TO THE EIE 6. ERROR OF CLOSURE: EXCEEDS 1: 50,000 LEFT, A CHORD BEARING AND DISTANCE OF N85'25'2OX 76.86 FT. TO PLANSAPPRGVED_ 7. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE THE SOUTHEAST CORNER OF LOT C-34, SAID BLOCK 13; THENCE N31'34'07'W ALONG THE EAST LINE OF SAID LOT C-34, 142.63 FT. TO EASEMENT APPROVE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, THE NORTHEAST CORNER THEREOF; THENCE S80'06'53"W ALONG THE NORTH C Y� FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP LINE OF SAID LOT C-34 AND ALONG THE NORTH LINE OF LOT C-35, SAID cASEMENTREOuRE0 FOR PULASKI COUNTY, ARKANSAS. 1 V BATE l BLOCK 13, 149.97 FT.; THENCE S30'47'5TW ALONG THE WEST LINE OF T o \ j DESIGNATED AS TRACTS ON HIS PLAT ARE TO BE SAID LOT C-35 AND ALONG THE WEST LINE OF LOT C-36, SAID BLOCK 13, 8. AREAS �L USED FOR UTILITY, DRAINAGE, BUFFER, PARK AND AESTHETIC 56.79 FT. TO THE NORTHEAST CORNER OF LOT D-14, SAID BLOCK 13; PURPOSES AS RECORDED IN THE ORIGINAL BILL OF ASSURANCE, THENCE N68'36'25"W ALONG THE NORTH LINE OF SAID LOT D-14 EXTENDED ;� 0 048' INSTR. # 94-26389, APRIL 11, 1994. 175.70 FT. TO A POINT ON THE WEST LINE OF FALATA CIRCLE; THENCE N S63 9� 0"'£ tN! I SOUTHWESTERLY ALONG SAID. WEST LINE BEING THE ARC OF A 62.5' RADIUS _ �`9. THE FOLLOWING LOTS SHALL HAVE A 20 FT. REAR BUILDING SET —BACK LINE: CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF 52605'46"W, 4g LOTS D-31 through D-36 �' 53.51 FT. TOETHE ENORTHER T CORNER NOF LOT DUING N 30,AISAIDEBLOCKST E13; 16' /�(lft�_ Aj�/an l LOTS D-10 through D-13 THENCE N70'48'50"W ALONG THE NORTH LINE OF SAID LOT D-30 AND 10p�6 ' ,oK5956 ((� Q�i LicLQ� (- ALONG THE NORTH LINE OF LOTS D-29, D-28 AND D-27, SAID BLOCK 13, 271.35 FT.; THENCE N8920'36 W CONTINUING ALONG THE NORTH LINE OF 9 o� '1ss> / �o & Ocfss �� /�� ctil.� r� SAID LOT D-27, 56.31 FT. TO THE NORTHEAST CORNER OF LOT D-26, SAID °s / �kgGffsUly 6�t�CC L{ l �� BLOCK 13; THENCE S7748'31"W ALONG THE NORTH LINE OF SAID LOT D— M eap0 a 2SO\\V\O �1 26 AND ALONG THE NORTH LINE OF TRACT D—A, SAID BLOCK 13, 98.22 F. tt�, TO A POINT ON THE EAST LINE OF FALATA CIRCLE; THENCE NORTHWESTERLY / oo \ ALONG SAID EAST LINE BEING THE ARE OF A 147.50 FT. RADIUS CURVE TO 99 D— 6 N \ ea 2 '�� W ✓3 �{lJ \� THE LEFT, A CHORD BEARING AND DISTANCE OF N24'53'52"W, 39.56 FT.; o a D- 7S00• ea 8 (,V \/'/l 'l�,n ��� THENCE S5723'467W, 45.00 FT. TO A POINT ON THE WEST LINE OF a oo %I(� Q/1 ' FALATA CIRCLE; THENCE SOUTHEASTERLY ALONG SAID WEST LINE, BEING THE ARC OF A 102.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND R2784.79' DISTANCE OF S09'24'41"E, 83.34 FT.; THENCE SOUTHWESTERLY D-8 / o rs0' \ 14;95• CDS6540'45"E CONTINUING ALONG SAID WEST LINE BEING THE ARC OF A 25.00 FT. RADIUS b / o LC498.32' �' \ u 9r� 3 CURVE TO THARIGHT, POINT ON TCHORD NORTHBEARING LINEAND OF QUERCUSOBLVD.; 1 HENCE / J00 tOS57'35 ,/ � V• N n / sods , j 36.1 6 $ r2g'2r' o = o � b ,� `� N 4�2p' `bo \ �' �I 1`C N6 '55'3 " ALONG SAID NORTH LINE 90.00 FT.; THENCE NORTHWESTERLY 30 , ti v I D-9 �l+� CONTINUING ALONG SAID NORTH LINE BEING THE ARC OF A 42746 FT R464.26' / D-5 �1^ mAp 'S0, S 46RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF CDN39'S5'04" E o°\ 9 �S a 70' 62 5d \ N46'38'26 W, 225.19 FT. TO A POINT ON THE EAST RIGHT—OF—WAY LINE �? ? i >~ 19. 9 t1 a2y °' OF CHENAL CLUB BLVD.; THENCE NORTHEASTERLY ALONG SAID EAST RIGHT— LC30426' �� J�,��• �9R ,4� j < 45, S�J TRACT D e '��a 8233• \ OF —WAY LINE BEING THE ARC OF A 464.26 FT. RADIUS CURVE TO THE LEFT, oy��,� / Se• �� S6' 9aoo� �o yo B1� A CHORD BEARING AND DISTANCE OF N39'55'04"E, 304.26 FT.; THENCE �o oa ry d9. V•� \ N2947'11"E CONTINUING ALONG SAID EAST RIGHT—OF—WAY LINE 154.50 's. �� } CL 10' Esmt N �? Op' —'S oe o1 FT. TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE OF CHENAL PARKWAY; y° 93.32,°p D-10 Vti3ti` 1 n THENCE EASTERLY ALONG SAID SOUTH RIGHT—OF—WAY LINE THE FOLLOWING: D-4 'es h r0'fs 1 S70'48'50"E, 16.77 FT.; (2)N19'11'10"E, 20.00 FT.; ssozoo/ JJfoc�a �78.59^—_\SN mt ^`O l �3�S70'48'50"E, 563.92 FT. AND (4) SOUTHEASTERLY ALONG THE ARC OF Jo �� } a 8 L 14 5 D-11 tmo3 A 2784.79 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND o, sss? �P �°iyv 3/9� b 20 DISTANCE OF S65'40'45"E, 498.32 FT. TO THE P01 T OF BEGINNING, h 9• OHO. .� S o �� ^o g 0` h J10' \ \ ¢te ROQa� P lY\.� li 9a70. .0�„1", d s. o JT / / CONTAINING 9.7317 ACR S MOR LESS. =yo hti ° / a 6 watJ�, e 1 /Y� 48 dg. V. 0" g o OE6/A�Lsu� 9aoo 10 B; S Oa J` l° 6 L 01, \ 45 1 0 0 63.16' M ��/ 2gra D-35 d9 6 e� mill 0� 1862, �o�"� 1N6 150 �stG0i5�.... ••• STATE Or "°•° e ARK•ANSAS e � N0.12S1 0 't SiGFA (tleiE ,^ i?' 4 LAINI CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD 20 PAGE o �\ 0) \ 2CIV \ S,;70.4 \ /� 16' ,,,8 SO"F L\ TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS £gyp f� 0 A�"� ,SAS �q REGISTERED p1jeEESSIONAL ; ENGINEER A a'l No.5033 `OThY E. OWr�� ,FILED FOR ,IN PLAT BOOKT N D-34 9aoo ?o, p0, 9s37tr¢ `` , m D —3 —10133 W 1 J41 jg 00' 'c,, <'' `� , � %e r0' f SO9p °�� QC?\ �aT3azo � o �I 9aoo D-36 D-33 ,6500' �nr. \9\ •k '��' -M I \ �' N ',�/ 9a0a 2\ .°,4N. 0341'45 D-12 �Q90' TRACT "D-B" 13749'S5 9,Od 4?�$ O\• ob 4� t-� \ \ .._ ( z o �� Mb ,t Ni1�, 'Rod. - r`• b O '(P !S 8339' h D— 2 ti vim. ��10 w 5", \l 16.2g N Vp 130.9O' \ \ g1.p6•zd yd, 9� ya\S r� %�24 9� 40.02' 1$' qc0� D —32 0 �d? o o' c`�� \ ,d:p 6 ya`� tib �3 N8p°20• ers �n, «' , AL \ R427.46' \� s �9<5� �� �91 o� Dry 325 w 36 yy 6500' tnr&�� 1 2z.so 22.so °3s,4 CD CDN46'38'26'yy ���\a9 „�� S5 1j2�81. 56.3�' © O�rAA�f� Mr D-31 L*38'269' 6l'\e o^ use �\ 5 6.22 sa00' fs 1 0? D-13 m ° 53',w 149. 2 \ \ �5 9 N7 0.00 eat'\ r2gr17s 1 9 ,o/m , O6 \ 7Q17 zs �k e�i D-1 R 147.50' 0°48'S / o + 6-5z'10 S80' � \ ��� C -16 1p % 3q 1 00 CDN24'53'527W OjW 65.00,h '-9aoa w /-- 0 10341.45 S , PLAT OF LOTS D-1 through D-13, LOTS D-31 through D-36, TRACTS D—B, D—C & D—D ALL IN BL 0 CK 13 \ \ \ ?3\ f\ 9 LC39.56' D-26 D-27 2j�'3S' 1 \�����,"� 'V 68362 13p o / ^°j �j' `9s ,"� 9 CLIL'�TAL VALLEY �9 •9s• R102.50 D-28 3s' ,h �. / R '46' W �� �, h ,��' ,.�, F / O� X. 'V61 boo o s CDS09'24'4'1,"E D a `� CD 26'05 46'W S� , °- \ 9pos38" \ �36ae LC83.34' \ PH SE l // / LC10.25 0 845 o```O` \ (3 �s w ��� © Ox c Pad 444 D-29 i �' / C-34 AN ADDITION TO THE CITY OF PLAT Bq ! �/ ! D-30 / D-14 p SE � \ `� _P' A \` R25.00' , , i ,' T B oox PACT 444 C-35 \ W LITTLE R 0 CK, ARKANSAS CDS7T'1�5'25"w PLA LC36.461 4 to be known as the "Oaks Community" r D-A' � l _ / / %' \ \/� C-36 \ / l CDN85'25'20"W -2-N R-94-W d \ TRACT 4 _ LYING IN THE E9/2, SECTION 26, T , A��� �\ C0U�'1'� D-15 / \ y , , - — — L�6.86'\ \ PULASKI COUNTY, ARKANSAS i�d,� JANUARY, 2003 LA CENTERLINE CURVE DATA CURVE LENGTH DELTA RADIUS TANGENT ' '� / /\ \ \ C-37 D 16 C1 85.60' 65'23'24" 48.14' C2 146.68' 76'24'00" 175.00' 110.00, 86.56' C3 136.79' 92'12'25" 85.00' 88.34' © VVJIli![ 1! 7�JlYe711 ELU 61Y lflaYSYOLLillff111lLiaY9 Z V (C. M CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING Q 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job # 03-0012