Loading...
HomeMy WebLinkAboutS-0867-BBBB Map100 0 100 Scale 1" = 100 f t 0101 CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS C 1 179 66 6916'09 102 22 150 78' C2 66 07' 25061T 33 58 150 78 C3 182 35' 1914'07' 91.95' 572.96' C4 7312 0718'45' 36.61' 572.96' C5 377.76' 5T53'14' 203.54' 409.26' C6 2681' 04'17'24' -_1341' 35810 C7 114 79' 2757'2g' 58 18' 286.48' C8 234.18' 70'15'14 134.36' 190.99, C9 374.16' 74 49'S,V 219 15 286.48' C10 64.27' OF25'36' 32.17 _ 572.96' 164.47' 95'23'33" 108.55, 98.79' C12-ji 4544'31" 120.84' 286.48' ARKANSAS STATE PLANE COORDINATES N 163713.66 E 1172001.58 N 163506.90 E 1171883.75 N 163620.71 E 1171603.03 N 163704.47 E 1171362.73 N 163770.57 E 1171385.78 N 163982.63 E 1171351,01 N 164200.47 E 1171468.21 N 164597.66 E 1171810.94 N 164749.06 E 1171722.49 N 164764.82 E 1171749.46 N 164894.33 E 1171673.79 N 165163.41 E 1172134.32 N 165179.73 E 1172376.84 N 165082.59 E 1172553.86 N 164941.90 E 1172678.52 N 164722.82 E 1172698.59 N 164719.53 E 1172672.53 N 164561.31 E 1172670.73 N 164558.75 E 1172583.65 N 164459.53 E 1172525.52 N 164405.13 E 1172500,07 N 164192.70 E 1172394.07 N 164086.58 E 1172319.77 N 163861.08 E 117213815 N 163733.30 E 1172062.75 N 163740.69 E 1172050,02 N 163752.29 E 1172033.33 for A 0. pZ w p \ � i \ �•� L 00 �yg \� / 'p _. -_._�- \ Ab `.' 003611 $ s 90 2h° 85 f 4S ^•� ,; m .� c+`. \ a9 eye?` \91 /.w v N 2 \ i a d \ r1 18 $ 2 Q ero2G5, ,,■022-2e 91 18 �A \ 17 4: '3N / �P\ \c \ ,aSos arJs'zo\ 1 \ ` 101-34- �j / \ \ogat J^y / } .Y`" R38426' a, ,e4}2"\ p� 2^ Y _ ,e°y CDS82'48'29'W i.i 0 � \�o �torss•,o' nJ � C\} aq./ S � � � � 66 3 LC2626' > n bn l gSdo' s,0• l I' 11aaN•J 2 oOHl �r16 GN es2< 1/ U 120.74' CQ q/ i � / g goo b s t,'o. ° 158.14' �`0 `'b/ / / s 02 49 0I I'O"t9. ,� �\ ai r ,m �,gv2r3d 5 ,�seeo 1 S88.19'04'W I I / q• j so\ 87.1z' o � � i 3 95� ^ 15 „ j % 9 / ■eo9,s 1ar,Z / i �O r ', I 77'30OS "45 2 4!J�p%b ,y8*3 $ 4 ep�J•,s r/ / b�b� 9r2r,o 9tr3'7? / aw/ti 1Jo�.Is u\, S Z b "H AIti'CI,rE tern•,5o v`31 ®i`' BLVD, 14 �, .§ �/ I aD p� 9 4 / ♦,9� m �1 Jp6., ,4 C9852'40f 5 1Jyp2•,b' / ''2� / / `t't" J`4><p9 2�^ l / o. �% l 1 3 ee•�.I,�/ / $ eT� \\ �o ,'' ,J.ar 9 9s,r® °p'ts•.,v. / � / � / J 'i■r3Q'0? q� ti 46 IAT21•iS ��J>� Soo h` /12Z / �g 6 Rossi / & �'b 2 0' i al / 8-ra' 12 9■2005 / QtiOG rs�9 yM/ry/ / IC A h�tiµ '°•+b�/ �b /`?' ��6 Iorsa• / / J63 ,�/ /�,/ :� J>.��9 '6•� go- b 45 /// ; n�\ 11 �,s. ;4-ate `�o- 4",s / /> `u. /xg I�1 1j1� / \V �� // ��,o / 8 / /`'�� eJ — m h"4 s_ , .ol\ \ n 1 0 „K`a u�/ �,� /i''}s Jelb — — —e ``S \ \� —yu• / 168.97' 1 Q qt• Jo- 8 r v CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF QMFJ P••uwuyhp,•., �.••"'•�ZSTER •w 41 4�,,.••••••••..,�d I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL OP''•., z; PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO 128 SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, 28 MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY O °: S.: ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL .t, SIGNATURE SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. L:a�Jjo.�? •' ROCK SUBDIVISION RULES AND REGULATIONS N9LS'• •LA�J HAVE BEEN COMPLIED WITH. DATE OF EXECUTION EL C TIMBER CORPORATION # CHENAL CLUB BLVD. ATE OF EXECUTION PAUL M. WHITE LITTLE ROCK, AR REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS D.R. 621 PAGE 233 — INSTRUMENT NO. 1 E ®� CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL AR AN A i61STERED 1, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION tPF D F E S S I A N A L 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 a BNCINEFlk ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY 33 3POCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY rN0.50Q� HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID �JY E Qp`�i� RULES .AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS Z REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION �•sueore ... •'• ��'° C RTIF'JCA • . ,.�. DOCU�N�T,, rIUMBER ,FILED F t"'• �2ECORD,J,e�,k, 19 j IN PLAT BOOK 'AGE— .. . �' :•. CAROLYN STM.EY, Circuit CoUp v Cierk & R=Tder 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. ERROR OF CLOSURE: EXCEEDS 1:50,000 6. 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 FOR PULASKI COUNTY, ARKANSAS. \ \` \\ I \u► b ll t 1 tYl•is/ / ,'r,n 7'4%, q; ^�h\` CHENAL 10 5 IN aY� �S'!e;\^ h/ I 9 / y / 0. 4" ?eJ' y/ 0\ % PART OF THE E1/2 ❑F SECTION 26, T-2-N, R-14-W, LITTLE ROCK, PULASKI 3 . 44 is �:• �\� r�5 , a I /'+rr , v / '� / COUNTY ARKANSAS MORE PARTICULARLY DESCRIBED AS m 2ffMT .� / F / BEGINNING AT THE NORTHWEST CORNER OF LOT 40, BLOCK 36, CHENAL VALLEY AN ADDITION TO THE CITY OF LITTLE ROCK ARKANSAS; THENCE S29440'39'W ALONG THE WEST LINE OF SAID LOT 40 AND THE WEST LINE �A' \ .�Z�O ;/ OF TRACT D, SAID BLOCK 36, 237.98 FT. TO A POINT ON THE NORTH 13.30' RIGHT-OF-WAY LINE Of CHENAL PARKWAY; THENCE NORTHWESTERLY ALONG 43 SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 2964.78 FT, RADIUS "` 5 ! CURVE TO THE LEFT, A CHORD I-ARING AND DISTANCE OF N67'55'54'W, y �\ \ �� i % / 302.91 FT.; THENCE N70'46155'W 'ND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 254.48 FT.; THENCE N19'13'05'E, 70.00 FT.; THENCE N09.18'40'W, 214,89 FT.1 THENCE N28'16'54'E, 247.37 FT.1 42 % •46 ss'{r •� �l tirt' t�ci'>'�ghoo l TRACT E oo A /r 3� 41 ^y s q p, 40 R2964.78' CDN67.55'54'W LC302.91' r G-� PAGIS Murker M 2074 THENCE N40'47'25'E, 524,62 FT„ THENCE N30'17'47'W, 175.34 FT.; THENCE N59.42'13'E, 31.24 FT.; THENCE N30'17'47'W, 150,00 FT.; THENCE N59'42'13'E, 533.38 FT.1 THENCE N86'09'01'E, 243.07 FT.; THENCE S61'14'45'E, 201,92 FT.1 THENCE S41.32'30'E, 187.98 FT.1 THENCE S05'14'01'E, 220.00 FT•; THENCE WESTERLY ALONG THE ARC OF A 384.26 FT, RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S82'48'29'W, 26.26 FT.1 THENCE S00'39'07'W, 158.23 FT. TO A - - POINT ON THE NORTH LINE OF LOT 4, BLOCK 41, SAID CHENAL VALLEY; THENCE S88'19'04'W ALONG SAID NORTH LINE, 87.12 FT. TO THE NORTHWEST CORNER OF SAID LOT 41 THENCE S30'21'51;'W, ALONG THE WEST LINE OF SAID LOT 4, 115.00 FT,1 THENCE S2540z'121W, 60.06 FT. TO THE NORTHWEST CORNER OF LOT 1, BLOCK 40, SAID CHENAL VALLEY; THENCE S26.31'10'W ALONG THE WEST LINE OF SAID LOT 1 AND WEST LINE OF LOT 2, SAID BLOCK 40, 237.40 FT, TO THE NORTHWEST CORNER OF LOT 3, SAID BLOCK 40) THENCE S34'59'38'W ALONG THE WEST LINE OF SAID LOT 3, 129.55 FT. TO THE SOUTHWEST CORNER THEREOF; THENCE S38050'56'W ALONG THE WEST LINE OF LOTS 4 AND 5, SAID BLOCK 40, 289,54 FT, TO THE NORTHWEST CORNER OF LOT 6, SAID BLOCK 401 THENCE S30'32'37'W ALONG THE WEST LINE OF SAID LOT 6, 148.38 FT, TO THE SOUTHWEST CORNER THEREOF! THENCE N59'50'31'W ALONG THE NORTH RIGHT-OF-WAY LINE OF TALAIS DRIVE, 14.72 FT.; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 125.77 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N55'12'30'W, 20.32 FT.; THENCE S39'25'31'W, 50.00 FT, TO THE POINT OF BEGINNING, CONTAINING 29,3457 ACRES MORE OR LESS. PLAT OF TRACT E & F BLOCK 36 LOTS 41-50, BLOCK 36 LOTS 84-91, BLOCK 36 TRACT A BLOCK 39 LOTS 1-20) BLOCK 39 LOTS 7-12, BLOCK 40 LOTS 5-61 BLOCK 41 AN AllDIIDM(DH'T® TM = ®IF ILrr= IR OCIE9 ARK&HOAS To be known as "LaMarche Place Neighborhood " Phase B BEING PART OF THE E1/2, SECTION 26 T-2—N, R-14—W PULASKI COUNTY, ARKANSAS OCTOBER, 1999 Wm DA nmu &_,Lw®(cmT= mr(e FINAL PLAT ■ CIVIL ENGINEERING, LAND PLANNING do DEVELOPMENT, SURVEYING ASS d 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 I1 g BY: 7� DATE' /2 F FS