Loading...
HomeMy WebLinkAboutS-0867-FFFFFF Map 1CENTERUNE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS CI 6122' 08'46'11* 30.67' 400.00' C2 71 24' 16'19'4,T 35.86 250.00' C3 15.92' 06704'50• 7.97' 150 00, C4 122.16' 9319' 19" 79 48 75 00 _ C5 113.46' 8640'41• 70.77 7500 C6 94 25, 180'00100' 30 00 C7 113.30' 8633'31" 70.63 7500 C8 87.96' 180'00100` 28 00' C9 19 61' 14'59'04• 9.86' 75.00' ARKANSAS STATE PLANE C❑❑RDINATES (NORTH ZONE) 1 _N 161664.87 E 1168309.92 2 N 161811.63 E 1167919.42 3 N 161805.56 E 1167904.80 4 N 161833.30 E 1167919.78 5 N 161945.96 E 1167913.00 6 N 162154.27 E 1167927.98 7 N 162230.66 E 1167944.22 8 N 162235.40 E 1167945.96 9 N 162268.61 E 1167927.02 10 N 162270.60 E 1167909.28 11 N 162315.56 E 1167911.15 12 N 162508.43 E 1167918.17 13 N 162485.62 E 1167950.96 14 N 162452.62 E 1168042.96 15 _N 162394.62 E 1168374.96 16 N 162366.62 E 1168602.96 17 N 162399.62 E 1168737.95 18 N 162388.62 E 1168832,95 19 N 162270.54 E 1168915.85 20 N 162154.61 E 11 168933.95 21 N 162042.88 E 1168910.11 22 N 161930.56 E 1168865.02 23 N 161813.61 E 1168798.95 24 N 161777.49 E 1168472.97 60 0 60 13 13 S20 15' WATER LINE ESMT. INSTR. 9% 14Q2"E # 99-027391 I N 80Q5.2. 14 , a?ems�d13.060 w I�I 1. =' K9ti 75.02' N I�I o •- Z ICI 23 24 no o I I� n5 w1 8.30, 31 eoryry d o d° �5. F:BL 0 fl 0 1 1.93 73.04' N N C:,75 0o, A :1 CERTIFICATE OF SURVEYING ACCURACY •�,..,T;��'` I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY "` _.; n ••? SURVEY MADE OR VERIFIED BY ME, ALL ' "" ✓ ; MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL j SURVEYING REQUIREMENTS OF THE LITTLE °• uunrum ; ROCK SUBDIVISION RULES AND ATIONS ^�"'•.;°qU7 M HAVE BEEN COMPLIED WITH. ' ;v�L LA��� DA 0 EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281. ARKANSAS Q w h g 0 is 4 N vi � i F o� $ I u� lJ S CERTIFICATE OF ENGINEERING ACCURACY I II N ` A'XfS AdtFiiyl�l:f:1ti ? - -' - R E G 15 T E It E) ; I, TIMOTHY E. DATERS, HEREBY CERTIFY 583.23,43„ p Ili 1) 4%' ? i R N1 0' THAT THIS PLAT CORRECTLY REPRESENTS A i 17 Eitl,ci PLAN MADE BY ME, AND THAT THE �. 49"E 95.63' 1 ENGINEERING REQUIREMENTS OF THE LITTLE / iN76 1 a 97 L� B.9• 95 63' o `'w j ' ` * o ROCK SUBDIVISION RULES AND REGULATIONS 16 / i E,mt 8 41id°`�'ry 'Sass _fN�, 18 \\ \2i� No.5033 ^ q HAVE BEEN COMPLIED WITH. 81 02 0 _ b LP 64.30' yg � yO \ DATE OF EXECUTION TIMO E. DATERS oo `9611'25 'c j�.".� REGISTERED PROFESSIONAL �$ Oa, 33 , �� ENGINEER NO. 5033, ARKANSAS 32 � 30 N v C3 �n 75.00' 0 Od �� "' 3 n J?ao tib z5• ,`h sl..•.�0��� s a'\ \ o�� \I, R127.50 C3 64.3g- v d J s. q CDN8S35'48"W to E�mt. 75.00: A dpa� gas / 'o> A , o 1 �r 19 LC17.85' 10 l a 7500'- d°p �Op 60 54.4 .�� N� 15348',0 �OpO �O o %. N •43.9T 10 --� 75 Q ,, o' p0 25' F \ Es'nt. 75.01' 25 of v Scale 1" = 60 ft \ 'oq 0•" \ V, 20 O \ JBJ-4,1,0 �T Se.nOpO \pc�ti \ J9 pp0 S80-05'26" \ 200' 337.03' E \\ tih 75.01' ti6 0 7 15 \\ " 5.01' \ S8259'55 E 9< btih 23.86, 51.15' \ 229.71, �6 T, .13•- BLOCK 9 2 6 6 99�" a 27 g 28 Cq 29 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 WIT IS PLAT. �� I(o !� DATE EX CUTION D TI TIMBER CORPORATION 7 henol Club Blvd. L e Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 TIFICATE OF FINAL APPROV 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION No VU6d sa1.31'4. 0 �_9 e s.L e' M � 1 J, CERTIFICATE OF RECORDING R25.00' 1 Z ehicul & 3"E 75 00' a d od n <7165t'20" 34 ;a ` 250 521.0 B `O BS• See Note Access 728 6* CDN29'42'26"4 � ??. --- �174.89' fo Esmt --_-_._�---_____17ALL �-r71T 75.'_ °'d '°o. h./,n �. u, \ o.,•, N kn LC38.23' JS• 1 o Pr Vote R LL �1_V 00' oo rd ' o a 1� zs.o' I _ °Od"%- Refer cf �OU�1' 7500'- _ ,� 50.00, 1 k1b 1 ,g� W -IU, THIS DOCUMENT, NUMBER ?bb60`17y01 FILED FOR 7 w 56 r to Bill - 22.30'2 26 °� s ��� `h o J to N20 10'04'E m 26'3d Assurance 420. 1Q' Esmt. g° \ o o S i ou 5.D5' I I 93 l a z. No Utitiry ake �h?� °' 6F�' ^ 140.85'1 $ 6\ 's2s• wlNo RECORD J(1 mhon Ib 2005 IN AT BOOK I PAGE CqA; 'oNote 10 uss Esmt. R275.00.F.9L40.63' 0 �� �' / 'is• \ I CDN 12"00' 14" E I Y, I N eu a a N 5�6'35 30.1 a' 73 18 a���° LC78.10' I w h 172.65 so-�f _ _ zs s - °j �' �' 3 5 159oa'ao I I ' I F.B.L. 'ems - > �rn ,6 120 6 25.0' 25.0- N o �y I N o pw" 1 n ^ 0 83s• m au 4= 4 coo ?S•-��;,� �19 ,�V' S2t•35' 1 ` 7\ o I gop3' _ b e. 0 6756'oo 1 1 0 l GENERAL NOTES: PAT O'BRIEN, Circuit County Clerk z o 00 22.5'I 5 28' 'se, 4^t ao \ a? gs 191.60' 9'f `, j I 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 4 I I 22.5' 15 o BL 0 CK 9 7 rn o 53.Ory 0IA 3 co I ;* "' 140 m 17q•26,3 0) - 2. ALL EASEMENTS SHOWN ---= ARE TO BE USED \ y°dal 171.40' 9P Eo z 08 rn 136'43'15 I 22`5. 22.5' OD 0 """„u" I da W t^ FOR DRAINAGEAND/OR UTILITIES. 'V�o°`v, 00. vl 25.0' Ss, �.J o; 185'S0' 25, ND/0 IR �} 28vp4�b 6� I r.� i pad a001 ,� ^ a I 20' 3. LOTS WITH ROUNDED CORNERS ARE �,.`�4 oI y �? ig743'S5 chi+ 1 (13320'20" 2 0 9Z �+ I� � I - i� �strsOn S MEASURED TO A POINT OF INTERSECTION QS���rOC -' Fo v " I Q �I 3 6 `�` 0 N"'e; f OF LOT ONES AND NOT POINTS ON A a .(:� n, 3= N b m t0 13G39'40• z I 1B55 /) ;0 9 �4g43, m' CURVE. �'c,.ir •'� I I J + 195 0.'0 w I a ' I 4 v '� 11\ >\ \ n 25' F.B.L 9J_ OD g 7.5' �' I v 1 t 7 40 �`\ 4. DISTANCES SHOWN ALONG CURVES ARE ' m Z o^, 1OZ43'55` � - J i W 25' F.B.L <°t,. s B�UI•f0" 8' '3S, n� 21 �� S u7I >� 1 9• 9.� O ,o f �`' I54• 64 70 3aI CHORD DISTANCES. ?^4 '0 N 25.0' I \Cy �- -- ___L Ss. 0n' 1 �a I > O6 r� • � 57'35' ry. C) �1n I 16 �rrS, 103.05' `�-140.04' 30.01' 0 ___I = /'L' s 18G • 1, 'ti6 \ c' \ S� ?J, �' 10' c I o\ f 4.15 105.�O5 9 10' Utility & 67-'48 4h s. to �\ ISO No Vehicul r Access EML Z � o M \ 139\ \ \ See Note 10 SBe 17'37'E �0' Esmt. O`� 50.00' N� " / o o p3,- 3 7 o - 12T06'4Cr p• a a z \ S� 1 4g 93 340.57' No Vehio�ulq &Access Esmt 1 S 0 73' 4 7 '� \ 24. - - Sea Note / to 4.75' e�s2 „ G6 h sQ / :h \ 2015• 37 28.36' 60_00, 60.00' s• J > m R40.00-/ ` ',b OI sQ - 60.00_ 0 75.00' 57.22' 9.81 2 1p68 �N d iCDN04'40'26"W �N \ ��ce� ,\h `) 019 .e ~ 00.- 9d� gd°° d°° "' 9d°° y h .o ' k`O� �OJ. O ' LC11-84' h > wo �. P N -- �i ! � i 2s '� O\ 25' F.B.L. I b N o S>\54, `7T / x0• \ V me/ ti N N.� b 0 > 22 t� S `d.��i 4 /� ,2. rn Q N \ '40• 8,'39'05 R445.00' ,� CJ _ J ry '�I \ o b $ R355.00' �i o a' `E r `" CDN0326'45"W CD50759'14E 1b 45 N 44 �oWI p ` 38 Lc112.s7' LC84.40' ,� \ \ LO 43 M 42 4 i I �y 40 0 \ / s9a�to'\ 39 .r a_v h`0 o_ 'I,CpN78' 9'48"E TRACT A ,,9 TT� I ^ -,2.5' 1 °' ;� /..�' �^ "' LC,15.13' R25.00' 86' U. BL 0 96 d by p of Ate. oI r ad q , 1s ter/ �, I CDN50'18',0`W J. \?O• 97• �i A 75 Oi R25.00' �� �� LC32.46 \ J0• 0�k� CDN28'21'35"E\O mT \ 91.42'°pry d_ LC31.53' ` \ \ 9 60.60, 9go�ry ma's�1,�'-� °4,A` � 82.56' �"c 10t.06' °s• 049.90' 3 R305.00' zs' k� 60-60, eti N 75.68' 0 2 CHE_NAL- VALL�y CDN69'24'09"W &Oh`ri t P 60.55' 23 56T,�$Z (60' RAW LC41716' sBS40'35'W Itr, TRACT A 327.97' i 24 \3 �11 9 0 1 R305.00' `�- CDN16'32'34'W LC 102.92' R686.20' CDN 11'49'02" W /LC119-32' TRACT A, BLOCK 14 CHENAL VALLEY PLAT BK. D. PG. 620 CHENAL VALLEY - PHASE 22A PART OF THE SW1/4 OF SECTION 26 AND PART OF THE SE1/4 OF SECTION 27, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WESTERNMOST CORNER OF TRACT A, BLOCK 14, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE EAST RIGHT-OF-WAY LINE OF CHENAL VALLEY DRIVE; THENCE NORTHERLY ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 686.20' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N11'49'02"W, 119.32; THENCE N06'49'46"W CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 371.90% THENCE NORTHWESTERLY CONTINUING ALONG SAID EAST RIGHT- OF-WAY LINE BEING THE ARC OF A 305.00' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N1632'34"W, 102.92' TO THE POINT OF BEGINNING; THENCE NORTHWESTERLY CONTINUING ALONG THE EAST AND NORTHERLY RIGHT-OF-WAY UNE OF CHENAL VALLEY DRIVE BEING THE ARC OF A 305.00' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N6924'09"W, 417.16% THENCE S67*27'04`W CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, 15.82% THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N2921'35"E, 31.53% THENCE NORTHERLY ALONG THE ARC OF A 445.00' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF NOT26'45'W, 112.87% THENCE N0406'51"E, 208.84% THENCE NORTHEASTERLY ALONG THE ARC OF A 275.00' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N12-00.14"E, 78.10% THENCE N2910'04"E, 5.05% THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N29 42'26`W, 38.23% THENCE WESTERLY ALONG THE ARC OF A 127.50' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N83-35'487W, 17.85% THENCE N0223'20"E, 45.00; THENCE NO2'05'02"E, 193.00' TO A POINT ON THE CHENAL VALLEY GOLF COURSE BOUNDARY; THENCE EASTERLY AND SOUTHERLY ALONG SAID BOUNDARY THE FOLLOWING: (1) S55'10'31"E, 39.94% (2) S7916'02"E, 97.74'; (3) S80'05'26"E, 337.03% (4) S8Z59'55"E, 229.71% (5) N76'15'49"E, 138.97% (6) S8S23'43•E, 95.63% (7) S35704'21"E, 144.27% (8) S0652'29"E, 117.33% (9) S12'02,4TW, 114.24'; (10) S21;52'10'W, 121.03' AND (11) S29'27'55"W, 134.32% THENCE S83'40'35 W, 327.97% THENCE S55722'08'W. 198.16' TO THE POINT OF BEGINNING, CONTAINING 13.8579 ACRES MORE OR LESS. R k• 00 ! 00,D • OC,, N 9 1p07 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ''/, �Jco;,1 ARE 25.0', UNLESS NOTED OTHERWISE. 7. TRACTS MAY BE USED AS EASEMENT FOR LANDSCAPE, CARTPATH, DRAINAGE AND/OR UTILITIES. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS. 8. ALL LOTS HAVE AT LEAST A 10 FT. WIDE UTILITY EASEMENT ACROSS THE FRONT ADJACENT TO THE STREET RIGHT-OF-WAY. 9. ALL FRONT BUILDING SET -BACK LINES ARE 25.00 FT. (25' F.B.L.) 10. NO VEHICULAR ACCESS TO HALLEN COURT FROM LOTS 40-50, BLOCK 96 AND LOTS 1-4. BLOCK 97. THESE LOTS WILL HAVE ACCESS FROM THE REAR ACCESS DRIVE. NO PORTION OF ANY LOT IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. PLAT OF LOTS 23-501 LOTS 1-5, TRACTS A, B do C TRACT A BLOCK 96 BLOCK 97 BLOCK 96 BLOCK 97 To be known as "HALLEN COURT" BEING PART OF SECTIONS 26 AND 27 T-2-N, R-14-W ht L AT PULASKI COUNTY, ARKANSAS 1 ` : ji-ie'� d BY: OCTOBER, 2005 DATE: // 1 © VL=-DA ry1ERi(er [35(Mk 1SCy -HV (0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job # 05-896P EA.