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HomeMy WebLinkAboutS-1074-A Map 2CERTIFICATE CIF SURV rING A CCURAL_, Jt _ATE ra )WNEP, 17 1, PAUL M. WHITE, HEREB'I PLAT CERT!F} THAT THI; CORRECTLY REPRESENTS A ev'E T SURVEY MADE OR BCUNDAR r T' IE UtiG' n `-,GNE 1, OWNER , OF T N" 0'35' 14" E / .T MONUMENTS RE I VERIFIED BY ME, ALL ESTATE SF "+yN ANC _ c� HE PEAL / 27 S9• OJIRED A )ESCRIBE`? 4-iER I ! ' CTJALLY EXIST AND HER;Br CER 1� THA, E,N, GCi ARE CORRECTL'r SHOWN' HEREON AND ? WE HAVE LAID SURVEYIN, R HAT PLATTED, ANC SUBDIVIDED, ,AND D,,O H p EcOUIREMENTS OF THE LITTLE Aug I -A r OFF ° E .EBY ROCK SUBDIVISION RULES AND REGULATIONS T AND SUBDIVIDE SAID PEAL (-y� HAVE BEEN COMP E"ATE IN AC CORDgNr_E WITH THIS PLAT ?�E j j l LIED WITH 2'4) LA. f y -'7_/7 '�'� .w,rT ✓ 7 per/ `h /I � Dq?[ OF EXE,JUTION '-7�-- rr DATE OF EXECUTION - � t 9 .1 CDN1°tr84y r (27 r PAUL M �" (: 11218- REGISTERED LAND i, 612 96 R. S55QQQ 2, D8, - SI.R'VEY"CR "' N0. 12,91, ARKA - l� G2ryG' Z1r� ! ! i �_LCt�92 48 4 yY ADDRESS D R. _ PAGE v� ' _ 5<. 7 96' R 1p, ERTIFICA TE OF ENGINEERING ACC. NS TPUMEN r NO. 96 - `� �C CDS27'3 = 3323 7' g' !: CEPTIIFICAT - LJ �, IC a OF � � 1.i �: i(,•. p TIMOTHY �- -NAL A�PPROV& E DATEP,S, HEREBY C ` THAT THIS P �ERIIFY PLAT CORRECTLY Iry PLAN MADE BY REPRESENTS q PURSUANT TO THE Ir ME, AND THAT THE L TLE PUCK SUBDIVISION ENGINEERING RE RULES AND REGULATIONS, AND :AL ROCK QUIP,EMENTS OF THE LITTLE ONDITIONS l L OF THE SUBDIVISION RULES .AND �F APPROVAL HAVING *�HAVE BEEN COMPLIED WITH. REGULATIONS -OMPLETED, THIS DOCUMENT I� BEEN qi �7 r� �FPTED. TH12 CERTIFICATE � HEREE'r' F IS HEREBY n �r EXECUTED UNDER THE AOTHOPITY ( SAID _ - �2) N84't4 RULES AND, REGULATIONS 5, i�I• 6_ �� DATE OF r 3.. j1 EXECUTION TIMOTHY E �i �"� - A4 REGISTERED PROFESSIONAL O!/Pa' CDS66'15'�1"N" ENGINEER NO 5033. DATE pF EXECUTION LC 37,1E ` AR,ItANSAS Li kOCk a 25.OIt' f: CGS22'S4'OS"E LANNINr, COMMISSION LC 132.50' 19i 97.50' R EPTIFI ATE (W -------- -_ CHEVAUX M - -=- FE' S;aGiN_= ------ 7 C'DN7 54't 1"W j ��I 036 COURT (PHASE I -A) � Hr L34' Dr c rJMENT NUMBER -_ 52 50' R Legal. Description °f - PA,E N PLAT rrl u r l (� Part . =--- sa Tract B Glenn Johnson Ranch Subdivision Arkansas, located in the-ubdivision, particular) SE 1/4 of Section 14 Pulaski County " °✓ f1('; _ I' CDN21'35'<'4"E Y described" as. Starting T-2-N y' I % 16 ce Tract R 14-W ���ct.Ju�_Irf I ; theme S8S '3 9 the the SW corner ' rr'ore / ' LC 330.90' 331.64 Ft.; thence S'E aloe of said � I yr 561.06' R S8813'4 9 the south line of GENERA eh. (L_kn , the point of beginnin 0..E along sold Tact B. - �_NJI I_j-ES. g thence 9 said south fine 1 7.26 ft, to N88'1.3'40"W NC1'46'20"E. 722.50 ft 1. }/2" IRON PINS 54.2c ft.; thence northwe t thenr_e WERE 172.50 ft. radius s-erly Alan SET AT ALL distance of 78.} curve to the right Navin 9 the arc of a LOT CORNERS 1t 9'28"W, 59,34 ft . g ° chord bearing?. ALL EASEMENTS SHOWNthe lore of a 75.00 ft. r thence northwesterly and FOR DRAINAGE AND /OR ------ bearin adius curve to terly along OR fJTILITIES APE, Tp @E USED CON 12-10-07"F 9 and distance of N43-56.57"yy lone= n right h LL gG ?g northwesterly alon 9 av ng ° chord LOTS WITH P J,f g the arc 4_.,6 ft., thence NDED CORNERS qRE 7'F-Grp,' R right having a chord °f ° 170.00 ft. rodius MEASURED - ft.; thence bearing and distance curve to the OF LOT E LINES AND NOT OF INTERSECTION CDS12*10'OF"W SO1'00'S8"E, 125.02 f of NO8'44'1-"W, 5760 CURVE NOT POINTS ON / LC 183.1,8' th thence SO1'00'S8" t thence S88'59'0�' W. 125.0 ft.. then E, 45.00 / 681 06' R the arc of o 125.00 ft. roa,us Ce southeasterly along DI„ANCES SH- bearin curve to 4. cr g and distance of S43'03'44" the left having a chord -'HORD OISTAN^WN ALONG CURVES ARE NO2°37'S6'E. 285.34 f t 1 /0.75 ft.; thence G -ES'. r N04'26'30"E, 7,33 ft.: ft S85'33'30"E 174.4� ft.; thence ERROR OF CL��SuRE 580.274 N04'26'30"E, 96.57 f ft thence 58 33 30'E, 120.00 ft. ' N04'26'30"E, 42t thence S85'.33'3O"E, 12 : thence 26,06 ft radius 46rve; thence northeaster) long ft.; thence waistance the right Navin y along the arc of a T of N12' ,C (1Ij I clan 10 07"E, 195.29 ft.; thence ° chord bearing and 1 g the arc of a `2.50 ft. radius northwesterly 71. 59 chord bearing and distance of nn. curve to the ieft 71 T 4 (J N65'42'13"W N�-54'11" having a 171,4837^ t08.^n _ '' 5, 15� 18 ft.; thence southwesteri 71.34 ft.: thence 4 71 t 1�3: �; 25 00 ft rodius curve to the left Navin y along the arc 1 71 5 9.81 17' 0 5.8 distance of S66'1 9 a chord of ° F' t, I ' I 9 4 ft.; thence 5 1 W. 37. 18 ft.; thence bearng and -�- ---171 6 7 _ 171 � 6.79 _ NOS'45'07"[ g1.25 ft , N84'14'S3"W; 63.5: 17t 781.74 --- tfie are of thence northeaster) - 171 ' 4 ;' t 1.L 9 00 - e 612.96 ft. radius curve to v along 1 71,6 J,9Q" q - 7' 4 QO bear,* and distance the right Navin C' 171 5g N10'35' 14" E °f N 15' 18'49" E, 1 1 2.68 ft.: t g 3 chord 1 1 ___4 1 --1 �_ i <7.59 ft. l? 171,814121 - 1 1 146 17 of Arkansas tC' a point on the hence 1 1 State Highway No. 10; the south nghf-of-way, line _�_ -} P .7� 1 71 3�� r8 - south ri ht-of- thence S65'42 13'E, 4 t t 808.Of 1,1 17 thence outhwesterl fine 85.he fa�ctofnae �2035'14'W along sold 1v+ 4 - 17 7 = 7n 17n -J the- left having v eon t 527.96 ft r ' 22,08 ft.; ,895 00 -- j l ' ° chord bearin radius curve t.n - - 17, = 4 92.48 ft.; thence southeosterlyga and distance of S 15'33'4s" W 172, j g 89 1 17 5gp 0 curve to the !eft no h- arc of a -- 17 4g t•1 .6 S27'34'59"E, g ° Chord bearing 25.00 distance -t ft, radius 17 c 5. 7' F,44 =Y i soulheasterl y along the vrcn of ]65 42r 3"En 160 74 ft thence 0 7 13 - 111177 ag8 Qt7 righC Navin 9 5� ft, radius curve Tc the 61316 9 a Chord bearing - 7' 1 g 5?454 03 ft.; thence southwesterly Alan and distance of S72•S4 t. 172,71031 I I' iq r curve to QS..E. 132.5C '4 - 9 he arc of a 687 06 ft. � tI' the left having radius 818 � I Lin � S12"10'06"W 9 a chord bearin 1/28 h,R �7' "'q.7 183.18 ft.; thence SO4'' g and distance of 4 �,17�.4, 9.40 _4 S85'33'30"E. 720.00 ft.; thence 26 30 W, 462.52 ft , t �6 1 ' t 77 i northeasterl N04'2 hence 8 172,78;�.1.0 1, 1 5 G.07 1r ( I y along the arc of 6 �0"t• 462.53 f',.; thence 7 P I73'409 30 right havinga 561.06 ft radius curve to the 17C.672.6 4 oachord bearing and distance of N2 -3�- = t.1 98. 8 tale a to point on the south ri ht- t`3.5'24"E, z 1 w State Highway No 10 h 9 of -way litre a7 .Arkansas 17^ 484.4 fill7, 4° right �f-yro t thence F5R•OB.ng„F Alan 17 F - y title 1f-34.7- ft.; tFi+c*;- 9 sctd south 5T 17 .26 1 17� 5g soiyL south right-of-way line 45.95 15 25' _ 34 O III' 42 rig ht--of- Y a point on +_.�._.�. 17r .`+6.'11 1 1,? 7v -Of-way line of Johnson he west o said .vest right-of-way Ranch Road; thence southwes e h 8 z radius 9 of -way line following the air-, of tery along•: 78 1 96.69 gno F`4 ' W curve to the left hovin a 511.06 ft S20' 1 O' l 9" W 9 a chord t 7 '3 277.14 ft bearing and distance of -� 44 65 J said west right -of thence SO4'26'30"W 4 way line 7 Continuin 41 1 ; 84• said west ri ht-of_ Y 49.85 ft.; thence 9 along 17 44- 69.66 radius curve southeasterly along 42 gto the weft Ihavinollowing the are of a 1226_59 ft. 4 17' 7?3.44 - SO1°04'S0"E, 202,69 ft, to the ° chord bearing 44 1 1• 4 .12 t 1 q thence N88'13'40"W 9 and distance of 4 ''4 ,9 1 175';�_, ` southeast corner of said T"act E; 171.634.2g northwesterly along t°long said south line -46 171 5 - 9 he arc of a 12 50.06 ft.; thence 4 _ 1 17'�r)l � , right fraying a chard 76.59 ft. radius g _j�j'82�--- 1._ 48_, y 1n bearin 3 202.61 ft.; thence g and distance n curve to the 720.00 ft_ thence wPO4 `6'30"•E, 7. , f N01'04'S0"E. 171,475.56 -- ' 4 sterl g 70 ft.; thence N85'33'3,1 =0 71 1 41 .1 curve to the right hovin y along the arc of a i 72.50 f{, r 1 17)'41 j4 ° r^ S14'00'04"W, 9 a chord bearin °dius r, m 57.29 ft.: thence 9 and distance of 5'�5' { 5 0 �o v ft. radius curve westerly along the arc of a 75.00 ,_ r- n of S48'06'25"W to the right hovin - u 143.32 ft. g ° chord bearing and 172.50 ft. radius . thence wester) distance distances curve to the right y along the arc of a 5' _J Of S82'1 curve 57.29g having a chord bearing LLJ ft.; thence SOVI ft.; thence N88'13'4 g and of Tract 20 W 12250 ft. to a G"w, t0.68 DETAIL - EASEMENT ) S85`. B said Glenn Johnson Point on the south fine . `J 30•E J N88'13'40"W Alan Ranch Subdivision t20.00'(16 J point of be 9 SOid south line of Tract g thence Ln beginning, 210.00 ft. to r �- or less. 9. containing 360,517 sq. ft. or n the 4 s ! 5 1--O.Op - o 8."763 acres m - - o � W r4 CCn (11) S8.5.33.30.,E _ w V)l j S85'3,3 174.42' (13) 0.00 ( S88'59'C2"E 1 �1 24.42 I ® r - S85'33'30„E 120 iJO' (14) 120.00 ` , , w 45 Op' o i (12 i 120.00 nl , �1� c 0 5'cis z I N ,r Lf) t �-- I ' Ui ' 01 I I u� � uj ipl ' �'p I - !!)!� ILj -�) o Lc 1 10'f 122.3�•-�- __7 �� _ L7 ,3�, 11 J� 6, 1 �) r J r - J 'a F- 1� _-- C o LLJ to ui 4 5' p I20.0� 0 - i a; O.nO• 1 ,j �� �Y� (� f °� o , X 1 S• , Q; ti Q-L Z o I u�l J Q I r Ln r'u of 1 �� U 6 �1 I LL w I � l01 Q U') { � -, � $� i � Y V,i I t � I }� © o i Cr I2(.02, J L J c '°u L- CDEn o J 1 CIO S f o r Q N08'44'1'2"W z W 1 of o + u 1 i o r o 57.60' Q ^1 � 1 .1 � 7 < L 1 ).00' R 1 7 CDS42-03'44"E a v ro ! b r aar.A9� R� II5'.10' �n o 119.g! D r 45 N$5 33'3C;,.W ^+ l r-_... j r ' 120.00' I I ; ! to 1 �f ro �0 0 EQ r / -20 B.L o TT J /� j L`r C6) CDS'4 --20 5' 00'GY" �ti y 10 B.I_ i -LC 57 2R 172.50' v 1� SfiEVf-A.LEG �9 6- L_ 112.16' �_�_ i /> ' -' � z 5'J - 120.13' j �- ;t5n _ P i (40 5 P SET PAGIS MONUM O S88 43950.,E pj/ / 2078-0170 EP DN43'S6'S7"W-____ LC '144.56' L10, _ --- ,_---- -' 75.00' R _ 70.00 (47 CDS48'06'25"W ' y - - ------ 70,00, [ `__-L9) �48� _LC 143.32' CON 78'19'28"W --------____ T0.00' - 75.00 R LC 59.34' 25' B.L. , r--_._ _ __ 172-50' R - i I 10J N BLOT K N88'13'4 OWj R �n \ 17?.5O 54.2 7' U r Ln Tract B Lu CU " 2 4 ° c N88' 13.40" W CDNO1'04'S0"W Ranch Subdivision b rN v 10 6E' LC 202.61- CDS01'04'5 ti i - 1276.59' R '-_LC 202.69'0 E S88'13'35"E ' 1226.5y R O 331.64' z 70:00' 70.00' , r N88-13'40"W -� 210.00' VY-1 tl)cr 11.26' ! ] L V f4 1JDI1 I �11 y T N88' 13•40••W THE CITY of 5006' I�ITTI,F RoCK 'I CFV NGIINERIINe9LAND PLAS�.41.4'.$�`Il. /--y TI 401 ENCINEERUpF, LAND PLANNING & D. L/j-J1 �1 ]� 401 VICTORY S RFF 1.1 7 ANS'AS 17E �\i JJ- JI LE ROCK. ARKANSA§ 7�