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HomeMy WebLinkAboutS-1221-B Map 1CERTIFICATE 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 THIS PLAT D E OF EXECUTION E IC TIMBER COR RATION Chenal Club BI ittle Rock, Arkansas D.R. _ PAGE INSTRUMENT NO. 88-61004 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. 7-3c7 -o / l DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR 4GiST. NO. 1281, ARKANSAS �...••� ,l r•'•'STATE Off''•.,• i,, ,F ARKANSAS ••_ N0. 1281 s SI NAIUO •• A 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 A It A `A 1 REGISTERED I PROFESSIONAL 1 CERTIFICATE 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 ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. Z/Jo X I i DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING) C=NERAL NOTES: '•:`JJ'.9,�A,w11: i1E1NEER THIS DOCUMENT,, �}UMBE FILED OR Gj 1 RECORDL, , I IN PLAT BOOK . 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS r°�1'•gLLANp`? 60 0 60 180 `��p NQ.5033 ��C`rliPAGE �_ 1 2. ALL EASEMENTS SHOWN ---- ARE TO BE USED "" ���L� FOR DRAINAGE AND/OR UTILITIES. 1''" LYN STALEY, Circuit County Cle�j� 3. LOTS WITH ROUNDED CORNERS ARE S 1171 % /4, t�T T1 , i i4 Scale 1 — 6 0 f t cy j i '°F NN MEASURED TO A POINT OF INTERSECTION E [ 47 A 11 1 4 � OF LOT LINES AND NOT POINTS ON A v CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE 26 1 CHORD DISTANCES. 0� O S83'40'30"E 5. ALL BUILDING SET -BACK LINES ARE 25' � 231,28 UNLESS NOTED OTHERWISE. 119.22' Q7 (LOTS 29, 30, 31, 32 & 33, BLOCK 73 HAVE h� o,• & �20� ' 9k514d _—112.06' 563. HAVE A 15 FT. BLDG. SET -BACK LINE) �04' �° {f BLACK �6�,d >> 09, **Apr 4 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 „ ©5 %% o� 1 4 RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS S N 4 \ 126 ARE 25.0', UNLESS NOTED OTHERWISE. �751'3d 8. TRACTS A, B, C, D AND E MAY BE USED 6°° 6 `� y N w' t - AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES. 8Sp0 -` -- - Ny-- - - � - -- — _ _ /-�/f2 0 90,- 24 7 0.52' 70.25 � „g18h°\ h 2 �z eY DRIV 89.06'_ UX j g9, — ryd \� �s\ \ �81� ��. R25.00' pb 500 VA „a. 'y1• /. � 6 of E , � O >c� 31 , ER / �kti_ `� I� \ s.� h �. os. E CDS75.00'21"E t7� \ \• 0i E �b \ Dso d? 9 Ln LC33.13 e 6 \ �s 18d32'2� !n 6~J 5 �61 o00, ut ry V 5 7 29.20%�a24: \ ( 1.\ b aCIO X *S 30 �1i9Q�� '�" -b \ 45 1 j� 2 i6 '\ 2 0,✓ �� y tY5 ,g,coe° f(` 3 ll//� 33 `'• 77 0 500 O 34 Vt a.21' /- ,\ \ x N ,�,\•� 9• h O \• I ` L RA 6` 2 1, o 8 � a 7o2s 46.13. $ r�05 o�K \v� \ _ `\'fO 1,�� �,��VJ, 2 � Fs�` `\Fj� 9-�J � O R507.47' 29 W �oB� \•� ,� a61' 3s.s7� \ s Y \ la y w \ LJ ,9 ,fL CDS38'35 18' E �a goo• — \ / �e �j "j. LC89.84' of 1n 84'45'20" �'14 Ln 0) � , 2g \ \ $ 9 00 \ \ \ Ln r ao a &'4 Co \ �� 9 $, O \ 1 TRACT A 9 9troo h s• 9 90 U` ,.� / �' 3 \ 00• \ 65'11'S0' 1 NYl"1; i1' 1 11114 \ s 7699'549T01'1 40" 2 \ �, `,, \ 9�� �i\/ ./ -/ "O ry5• I CQO O. 41.9 / �'+T7 1 �5\'L`� 15�j� �J• 48.50 (ttT25'2d ! / O 1 \\ \O\1, i,V'L,' i 4, �J i'F11 4 \ o (COD)z \ \ z: Y" 8✓ \ O ��, �� \ OI �569 \ \�o \ �95 0 sso-°� \ 00 2 \ I \ \�2 ' `^�\ 75 OC'� svoo' o ? \ 134.67' }, CO c��0 tti 5'!0 \S� \\ �� 9d00' \ �D ? 707' -� 9tr00'\ `'.\ Y �66 bnt�n 50' 12�33 ..•Z y y'00.16� r, w, se5p 3 C 55' gym" s S tih e \ oye CT� �`L w \ \ j'' t RAC , ✓'o o, �' \ \\ �� o \9dDD 1 o w� I ti7412 10 41 'JE LENGTH DELTA TANGENT RADIUS 7p758• �Op• / b" b �• / \`ss.�% O. 26012 78'0214"__. -_ - _ 154.76 - _ 190 98' .._ 1,, �: 5• / DS" ^ 48.85' 16 /8 h °' \ �, '1 12 \ ," , q•i 84'44'45 / ct„b,,'yFr� \6 55 OS 1100 38 27 61' 286 48' 4v / / \ \ \ 3 at•55'S' 'y �b 2y 7BcO f -_-9684 19'2204 48.69' 28648' , 68.31' / `' S5 \ Y ^ti 4,2, 23• _ > >y\ Z'�• ' 104.02' 6P26.5T 57.44' 98.60• 1B s �/ ,esg5 .3� \ lg '. ad J2 ,\ 0, � O 91'0L L� 1 '� � � \ -- — - .6 - �\ \ e° gee I / /. ,o' / \�� � s 15907' 3749'48'- 81.64' 28648'_ '2S�a ,S h e6�•30'S 1� `�t, '� 168 59' 1649 46' 84 91' 573 96 ti^ a 14 >r 10106' 1vG6 22' 50.66, 572 96 � �^ � j % \\s \ h od o \?�� ' / ry .— / i'"\ ��, �$�\ 93•�,7 I m /' \111 �8'Sg, 9V00' S \ O 785a Imo'oo" z5 oD ems' a ao" 41 - a 6 bed%° /25 2 ��` �'8\°� \ / �m /s °�Seso \ 41 15 1F23 j R547.96' �, n / 1 %.. 9`% o� \o, 9dca�9 CDN72.?591'615 ECl //�' I�i� A/Ly5?,"5' ;.5 $j /�oo 10�/,/� `r`�p /y a 9,2,/'•�'`'o?. sC 40 54.55"LC93.09 © . J A'7�tOM�j 4 26 1J / /� \ 7 ,•'. �i �` % �O/ /� ',�-�' ]� Cn nv O aD a 1 9trp0, 25 ro• \ s \ , o � a/ '� M ,fl ems• ^ \ �.� ,; 15 24 7 3 a`� 9555'15 7 / ss r+ `�63.86' /8T29.06 27 R597.96' $LO a 22 1A§2 0' 27.06'11 000• 39 CDS76 39 44 W LC25.00' p a° 514' / /rob ob•" 'Q?q2 ^O" Aaoo• 38 30 0) -4 28 w' 29 20 - Q�' % /9d00/ R~ � / O i7,',= 31 %� 66.75' m t5�9.1i.=^�018527'25" 4 II 7Z3' o 1>70• 11 h� �11 G v, 9T00 3d' 36 O / i 51 ARKANSAS STATE PLANE t5 TRACT4E 15.17' f 51.z1 9/ ��= 'A�z CO❑RDINATES (NORTH ZONE) 13 126.2 ' 81,28' 3.9 �5j 30 53} 4d rrp 26.62' i19 / m 7 N 174059.04 E 1159464.27 \ ,} \\00• 0, �s• - �� A •5 - � 6 / r 5 .: 3 E 7159270.08 / 35 N 17883.17 3 N 173821 69 E 1159325.76 S' /� \ 3 15 ea4 TRACT D 4 N 173788 12 E 1159288.70 �s O> .0� N 5 N 173822.73 - E 1159257.35 6 N 173747.28 E 1.159.174.0433 ') N 173703.48 E 1159190.61 4\ a c N 173372.56 E 1159020.32 12 \ b �ti 16, 53.99' 31.85' 9 N 173301.37 E 1158860.75 �99 Ile �` / / 53 10 S8T09'53 W O 10 N 173297.12 E 1158775.01 QQ, S 6° / 85.84 11 N 173248.68 E 1158622.35 p0 23, AA w 12 N 173292.73 E 1158579.17 6� 00,' ro 6' 13 N 173406 50 E 2 n 115847 68 . 14 N 173653.45 E 1158412.25 15 N 173647.68 E 1158387.93 15 N 173696.56 E 1158377.41 17 N 173723.80 E 1158466.42 1 N 173867.88 E 1158459.50 1 %1 N 174075.89 E 1158409.08 2) N 174194.67 E 1158408.98 2.) N 174186.46 E 1158385.37 2 "i N 174233.68 E 1158368.93 " s) N 174281.73 E 1158506.97 N 174396.86 E 1158466.90 ^5) N 174452.74 E 1158627.45 20 N 174509.37 E 1158696.81 7) N 174483.89 E 1158926.68 2c1 N 174432.12 E 1159029.02 4) N 174333.97 E 1159090.38 30 N 174238.26 E 1159144.76 31 N 174294.28 E 1159257-13 3=) N 174204.79 E 1159301.75 33) N 174216.10 E 1159324.42 24 N 174207.52 E 1159356.42 -11 N 174129.26 E 1159408.24 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, 5D9.53 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 N15T51'42"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 N77*09'44"W, 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 S56'08'01"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 N30'46'00'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 N7709'44"W, 318.51 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 507.47 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N6903'4S W, 160.52 FT.; THENCE N58757'43"W, 210.73 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 447.47 FT. R Y u "ems srA1F Nxv / 70 WH SCHDOL THIS PLAT d�,p, ftRN '7,�� V CIN 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. U PLAT OF 16100 '�' LOTS 1-8 TRACT A, B, C, D & E LOTS 1-6, LOTS 23-33, LOTS 35-41, LOTS 74-76, LOTS 1-16, RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 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 CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N043.147W, 381.09 FT. TO THE POINT OF BEGINNING; THENCE S47*50'05"W, DEPARTING SAID SOUTH RIGHT-OF-WAY LINE, 262.00 FT.; THENCE S4709'55"E, 82.95 FT.; THENCE S47*50'05"W, 50.00 FT.; THENCE N4ZO9'55"W, 46.69 FT.; THENCE S47*50'05"W, 112.40 FT.; THENCE S20'43'16"E, 46.83 FT.; THENCE S27*13'52"W, 372.17 FT.; THENCE S6557'19"W, 174.73 FT.; THENCE S8-r09'53"W, 85.84 FT.; THENCE S7723'44'W, 160.16 FT.; THENCE N44'26'00"W, 61.68 FT.; THENCE N4ZO7'29"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 S7639'44"W, 25.00 FT.; THENCE N1708'24"W, 50.00 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 547.96 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N7759'15"E, 93.09 FT.; THENCE NO2'44'57'W, 144.25 Fr.; THENCE N13'37.37'W, 214.04 FT.; THENCE N0002'55"W, 118.79 FT.; THENCE S7048'29"W, 25.00 FT.; THENCE N19'11'31"W, 50.00 FT.; THENCE N7(Y48'29"E, 146.17 FT.; THENCE N19'11'31"W, 121.91 FT.; THENCE N70'48'29"E, 170.00 FT.; THENCE N50'46'215"E, 89.54 FT.; THENCE S83'40'30"E, 231.28 FT.; THENCE S6YO9'54"E, 114.69 FT.; THENCE S32'DO'49"E, 115.75 FT.; THENCE S29'36'20'E, 110.08 FT.; THENCE N6329'55E, 125.56 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CHALAMONT DRIVE; THENCE S26'30'05"E ALONG SAID WEST- RIGHT -Or -WAY LINE, 100.00 FT.; THENCE N63'29'55"E CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 25.33 FT.; THENCE SOUTHEASTERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S75'00'21"E, 33.13 FT.; THENCE S3,T30'37'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 507.47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S38'35'187E, 89.84 FT. TO THE POINT OF BEGINNING, CONTAINING 20.18GG A�,RLS MORL UR LLSS. BLOCK 71 BLOCK 73 BLOCK 73 BLOCK 73 BLOCK 73 BLOCK 73 BLOCK 74 Irlffl 100110111101000111111 To be known as "CHALAMONT PLACE" BEING PART OF THE W112 OF SECTION 16 T-2—N, R-14—W PULASKI COUNTY, ARKANSAS JUNE, 2001 FINAL PLAT A i BY: A e a L --- 13 W7=19-DA 7920 eai 4,9900M7I E I'! DATE: o U 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 7<'223