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HomeMy WebLinkAboutS-1074-B Map 1y c` CERTIFICATE OF SURVEYING ACCURoj Yr �_RTiFi ATE . CIWNEF. E ,I I, P,AU_L M. WHITE. HEREB t CERT IF-i THAT THIS. WE. THE ONDL'RSIGNED OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARI ESTATE, SHOWN AND -G=CPiRED HFPFIN. 1_C, SURVEY MADE OR VERIFIED B? ME, ALL HEREB', CEPTIF`r THAT WE HAVE LAID r"IFF MONUMENTS REQUIRED ACTIJALt_t EXIST AND PLATTED, AND SUBDIVIDED, AND DO HE'RFA 1 �� 1 ARE CORRECTLY SHOWN HEREON AND THAT ALL LA I C)FF, PEAT, AND SUBDIVIDE SAID RE AI_ SURVEYING REO'JIREMENTS OF THE LITTLE (_STATE IN ACCORDANCE WITH THIS PLA1 ROCK' SUBDIVISION RULES AND REGULATIONS /^ HAVE BEEN COMPLIED WITH ?�' �i 1 7_��, 6 �,,� / 1 CON1 rlr,'49 I 7 / U DATE OF EXECUTION l •' ,� •.•..08' f . 4- '. 1 1.,I'I3i'45 W DATE OF EXECUTION PAUL M 'WHITE-- r io+"` =- - / t 1) may.. REGISTERED LAND SU=+vE1'OR I NO 1281, ARKANSAS ADDRE ,_, D R _ PAC.F - _ r 30 87' -- 1 � Is -, I�JI j � ;� �0• R NSTRUMENT NO. --------- 96-3323_- u , CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATEiF FiNFL_;,f FtiOyA� o T1 L1 1, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROF;K SUBDIVISION THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE 7' ' 16 PLAN MADE BY ME, AND THAT THE ,ONDITIONS OF APPROVAL HAVING BEEN U'y4` r10, ENGINEERING REQUIREMENTS OF THE LITTLE ''OPdPLFTEG THi DOrUMEPHER 1 0) 5 Scale 1" = 50 ft S58'08'28" E 1 3.47' '-, - � E6f ROCK SUBDIVISION RULES ,AND REGULATIONS ACCEPTED THIS CERTIFICATE IS HEREBY (;;2) N8414'5'r: v 36 HAVE BEEN COMPLIED WITH, EXECUTED UNDER THE AUTHORITY OF SAID 63 `�i �'1J� � �) � ✓ �3 RULES AND. REGULATIONS > � � 42 14' ( , CDS22'S4'OS'E / ---- LC 131,50' /-ZZ oyea ' T2 97.50' R DATE OF EXECUTION TIMOTHY _. DATERS - _ - -` - - - --- ' ,,. ` REGISTERED PROFESSIONAL EXE _'T!0 N LFTTL ROCK ��ANNING-"[10, I,h) ENGINEER NO 5033, ARKANSAS COMMISSION ` ---- V i r ON22"54'11 W 71.'14' I CER'IFI��AJE OF RErPC11N 5r1' R � I THIS DOG'tllAENT, NUMBER --- -- FILLD F i)R = — (31) CDN-1'35'24"E C RE -ORD --- —, 19 !'7 IN PLAT Bu"-A�, l" / CH'tVAUX COURT (PHASE I -A) , LC 330.90' PAGE _-_ /� k 561.06' R 6�OLY Tilt; iii:L E�rJ':,tl ILA '. . � :R 1!� Legal bescriptian i Part ;of Tract B Glenn Johnson Ranch Subdivision, Pulaski County, r Arkansas, located in the SE 1 /4 of Section 14, T-2-N, R- 14-WI particularly described,os; Starting at the SW corner' of said (ErV.EP NC T�-_:__ Tract Q; thence S88'13°35"E along the south line of ;oid Tract B, 331 .64 fit., thence S88° 13'40" E along said south line 1 1.26 ft. to /2' IRON PINS WERE SET A:i A." LOT COPNERS I;) S15'5'3T"E 45 9`, the point of beginning; thence NO1'46'20'E, 122.50 ft, thence .10N1 1007E / u i IG'19"W ALL EASEMENTS SHOWN --' ARE T6 BE USED LC 1 a5.29' r r N88°1.3'40"W, 5427 ft.; thence northwesterly aiong the arc of a -- - 4' FOR DRAINAGE AND/OR UTILITIES. CDS12'l0"06"W / 172.50 ft radius curve to the right having a chord bearing- and � 726.0f, R 6' R g 9 d ' LC 18 3 18' .__ distance of N78'19'28"W, 59.34 ft., thence northwesterly aiong 3. LOTS WITH ROUNDED COP.NERS,'ARE 1 ! �� 681.OE' R the arc of a 75,00 ft. radius curve to the right having a ;h•^rd MEASURED TO A POINT OF INTERSECTION ' beqring and distance of N43'56'57"W, 144.56 ft., thence OF LOT LINES AND NOT POINTS ON A northwesterly along the arc of a 170.00 ft. radius curve to. the CURVE. right having a chord bearing and distance of N08°44'12"W. 5-, ^f' ft.; thence N01'00'58"E, 125.02 ft.; thence S8859'02"E, 45.OG 4. DISTANCES SHOWN ALONG CURVES ARE- ft.; thence S01'00'58"W, 125.02 ft.: thence southeasterly along CHORD DISTANCES. the arc of a 125.00 ft. radius curve to the left having a chord 5. ERROR OF CLOSURE, 1 580,214 bearing and distance of S42'03'447E. 170 75 ft., thence NO2'37'56 E. 285.34 ft.; thence S85'33'30"E 174,42 ft : thence % �32) j N04'26'30 E, 7.33 ft. thence S85'33'30"E, 120.00 ft.. thence (35) N04'26'30'E, 96.57 ft'.; thence S85'33'30"E, 120.00 ft., thence P9I T NOR f r, rT G _ 39} SET PAGIS, MONUMENT N04'26'30'E, 424.46 ft.: thence northeasterly along the arc of a 17 „�, 9. 0 [ » 4. �� 2078-0169 726 06 ft. radius curve to the right having a chord bearing and --ZL4$ 4 1.17`-- i 171,1483. 1, Vdistance of N1 2' 10'07" E, 195.29 ft.; thence northwesterly 4 , ; 7' 17 along the arc of a 52.50 ft radius curve to the left having a 71. 99.81 chord bearing and distance of N22'54'11"W, 71.34 ft.: thence 6 1i.656.74 1.171 F.7r N6542'13"W, 152,18 ft.; thence southwesterly along the arc of a ti1,7 1.744� 1,1 1 25.00 ft radius curve to the left having a chord bearing and � 17165 94 I,1 4. distance of S66'15'51"W, 37.18 ft.. thence N84'14'53'W, 63.53 10 17; 1 )7 ��17 ft-; thence N05'45'07"E, 91.25 ft.; thence northeasterly along 11 171814. 1 1,Ti 1 the arc of a 612.96 ft. radius curve to the right having a chord 1 .7r 1 31 bearing and distance of N15`18'49"E, 112.68 ft., thence - 171,8 8.01 1,�374 4 171 1.172:453.38 N20'35'14"E, 27.59 ft. to a paint an the south right-of-way line t 7' 9 .00 46096 of Arkansas State Highway No. 10; thence S65`42'13"E, along said 1 111 1.17 ' south right--of-way line 85.18 ft.; thence S20°35'14"W, 22.08 ft.: 1 172,3 8.89 i,t ., thence Southwesterly along the arc of a 527.96 ft. radius curve to q 7 172 4 c_, the left having a chord bearing and distance of S15°3345"W, - 172,56 .51 T72,626,77 I 92.48 ft.; thence southeasterly along the arc of a 25.CO ft, radius 21 17 ,6131 1,17 4 - curve to the left. having a chord bearing and distance of % 21619,52 1 17 g0 �` S2T34'59"E, 30 87 ft ; thence S65°42'1YE, 160 74 ft_ thence -ZS 1 710 31 1 17HW� cl� southeasterly along the arc of a 97.50 ft. radius curve to the 172�81$ ' 1714 _ v I right having a chord bearing and distance of S'22'S4'05"E, 132,50 1 2,844. i, 4 4, t j v1 IZ2 1 17 170� n ft.; thence southwesterly clang the arc of a 681.06 ft. radius ��' 1 rg J curve to the left having a chord bearing and distance of _ $__ 1v27000) 1 172.49449 w S12'10'06"W, 183.18 ft.; thence SO4'26'30"W. 46252 ft., thence 2 1/Z67265 1,17.49 18- b ' S8`,'33'30"E, 120.00 ft.. thence N04'26'30"E, 462.53 I'.; thence _�0 172606.52 7.17" 4 v _ 1 1 i2,464.46 1,17 G o1 northeasterly along the arc of o 561.06 ft radius curve to the 17' 1 1 24 right having a chord bearing and distance of N21°35'24"E, 171, 4 .26 2.42 330.90 ft. to a point on the south right-of-way line of Arkansas 34 1 1 4.7 t`17 74 State Highway No 10: thence S58'08'28"E along said south 17229 .11 right-of-way line 13.47 ft.-, ih nil [itg ntcn----.-.- - 17' FC3 PC) ---1 7n 9.F.4 c sal south right-of-way line 45.95 ft. to a g r72:r9 t�6 k� 9 Y Point on the west 3 112.552 117 4'3 i� -0 right-of-way line of Johnson Ranch Road; thence southwesterly along. 3 172, 92.2 1,1 7�3 J -Z said west right-of-way line following the arc of a 511.06 ft. 40 171.544.65 1 17 7 .6 radius curve to the left having a chord bearing and distance of 41 71 34200 4 S20'10'19"W, 277.14 ft.; thence SO4'26'30"W continuing along 4- 171, 46.12 lv 9.t -10' said west right-of-way line 749.85 ft.; thence southeasterly along 44 1 %a 1 17 75 I said west right-of-way line following the or, of a 1226.59 ft. 4 171, 34.28 1,1 "i't`J6 11 radius curve to the left having a chord bearing and distance of 4 111 1 1 7= °92. J �; 501°04'50"E, 202,69 ft. to the southeast corner of said Tract B; 4t 1 1,482.99 ,1 ''.48D. - c, 8 1 1 1T' 4 $.8 r•-C thence N88'13'40"W along said south line 50.06 ft.; thence r, r. 459 171,4 .56 1,1 2.41 .1 northwesterly along the arc of a 1276.59 ft. radius curve to the 50 171 353 11 1 17Z,414 34 ° r right having a chord bearing and distance of N01°04'S0"E, - 202.61 ft.; thence N0426'30"E, 79.10 ft., thence N85'3.3'30"W, 120.00 ft.; thence westerly along the arc of a 172.50 ft. radius 5'I5' i curve to the right having a chord bearing and distance of � _ j L__ , S14'00'04"W, 57 29 ft.; thence westerly along the arc of a 75.00 y ft. radius curve to ,the right having a chord bearing and distance 5' -t 3 of S48'06'25"W, 143.32 ft.; thence wester) elan the arc of a 15 S85' z' Y g ^ 3 30"E 120. 172.50 ft. radius curve to the right having a chord bearing and DETAIL - EASEMENT 00'16) distance of S82°12'46"W, 57.29 ft.; thence N88'13'40"W, 10.68 --I s 5 _ 12Q00' - ft.;'thence SO1'46'20"W, 122.50 ft, to a point on the south line w o of Tract B said Glenn Johnson Ranch Subdivision; thence N88'13'40"W along said south line of Tract B, 210.00 ft. to the w N 11 X i Y� point of beginning, containing 360,517 sq. ft, or 8.2763 acres more � o r, I 1 CZ) v `� or less. ra ;n o ,� r uii S85`33'30" (3 j ,f o w u�l Q E <0.00 j Z LL (111 ",8-5'33'30'„E # 120 Ou' oI 1Q' 1 i24 4c' 1 74.42' 85 33`30„E 12 .p0, (4) i t�l ��' iw - - 5, a �� ; r- cz, --120.00 �- c o I 1 p w 7 S88'59'02"E 1 5 1 0! ) of �'V' ® o f j r_ i I 1 L 9� I - f' 1 45 00' u o1,4 __ f t I .-1 _i c., �0/ l U- I Z N o L___I_ r �' ! ; i `� 117,10 i + iaQ ^180,p , z �in 0 10'J ! w Lin � rI r------------ 3 '- J ! Oct61 L" Z - -7- oo N - 15' - 10'J ]22:37'-J-- --T 4! l I I20. 0 0 i ai'V C1 Ui� w o si �- _,' v O r-5' r 1 of i c0 Vl - �'? I 1 � , - I o, % I �J l u i u� i I''� o p l r I I Inl I --� I Z ' O LLl `.n 0o �!!%% a b 1 I' I /� O 0 J O �1 Z!!!`11111%%%% �1 '0 -7 j Ip ! I I-'- W !C O w IiV L- o C� w 1 1D0,00 �. r- 120.o6 z CL_ voi w W! w i aL �1 1z - s L'' L1 12Q.32' _ --- i_ 1 I o I O 1 j _, to U n� I _J -� J i fc0.iJ0- (- Ic' �� m �� ,.ID o a of m `: i iu i i I ^ 1L Z W 1 1 'vi 1 7 _M 1 O Ns5' - CDN08'44'12„W i �11�, iP 119.50' �4 3030�W LC 57.60' CDS42-03'44"E a .! '� ! `-1 ; 1 120.00' I 17Q00' R LC 170.75' i 118.144) IU' J -_-it -10' w 7 D \ .125.00' R i CDS14'00'04"W 1 Cc -'rr B.L. ZL 172 o J -` - I I .50' R 11 �O 001 W Ty a. j -- - P -- 2078-0170 MONUMENT ) i (43) 401 SET PAGIS M LEGALS\CHEVI-A.LEG A 5� 5•J '----=-----. S8L3'13'40°E co_/ ,' CDS48'Oti'4ti"W' U • 3� ;1 274 95' C1 __. ' C 143.3 ' `� ^` �� 481 75,00' R DN43'56'S7 W----- _ —%� -- - ('' L10` -`--------f- 70.00' non, LC 144.56' ------ _ °�0.00' 75,00' R ( 10'1 ----- - --- --- DN78'19'28'W CDSB?'12'46' W LC 59,34' __ o ,L` 57.29' 172.50' R ;., �t-(.�( F� n 172.50' R G CDSO1'04'S0"E f ra 0i \ DNO1°04'Sfi'W -J N8 '1 r LC 202 61' _.�_ ��LC 202,69' 3 3 Tu V/ 1276.59 R -, N88' 1 3'40" W/ Q r7 � u - �, o 7 0.68, 1226.59' R ij 54.27' N L J Ai L 4 Lr' 2 3 ru w na N SW Corner of Tract B Glenn Johnson Ranch Subdivision �, N S88' 13' 35" E o z >u,.Ili' 7rLrn7' 7r,00• v U J331-64'(j) '0CHE W AX (TO f �J N88' 13'40" W r f f 50.06' AA ADDITION TO I' II; (Iff Y OF LITTLE ROCK PHASE I -A n © �FIIl19IE IID�Il 97EL8sS & .4w(D 71A1 rmz ffmc CIVIL ENGINEERING, LAND PLANNING & DI,YFLCIPMENT. SURVEYING • 401 VICTORY STREET .LITTLE Ral;k. ARKAN7N 1. _ T i. /As Seined, I 6 DATE: /� eC FEi1 1"U:cj0-l6 bl I,IY' u. IVl,il`I1J`,lvltl3VNl!%WNVW / �7 /