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HomeMy WebLinkAboutS-0867-NNNN Map 2GENERAL 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. ALL FRONT BUILDING SET -BACK LINES ARE 35' UNLESS NOTED OTHERWISE. 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0% UNLESS NOTED OTHERWISE. 8. TRACTS B, E, F AND G MAY BE USED AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES. 9. TRACTS A. C, and D ARE NATURAL PRESERVRD AREAS. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 10. THERE IS A 12 FT. UTILITY/DRAINAGE ACROSS THE FRONT OF ALL LOTS. i yLrtl'LIUAIE OF SURVEYING ACCUKALY 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. / -2o-r DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS 4�GISTE!4% r C)SIGNA PS tPr r 7l IVL W r g4tf� CERTIFICATE OF ENGINEERING ACLUKALY 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 Ilr AR Al SAS N • R R REGISTERES PROFESSIONAL ENGINEER No.5033 by F 100 0 100 300 SE1 _4 NW Ccner i Section 2`' NE 1/,, SEC 27 T-2-tc, R-14-W Scale 1" = 100 ft T-2-N, R-14-W h 0�1L� - --- R924.91' -- CDS85'48'08"E -- - - -- - - - - - -- 5°� 1 O S82'57'41'E 2 LC91.68' -- - - R2834.80' R2903.18' - - CDS8T29'25"E - 26220' CDN89'45'38"E - - LC439.3T O -- - 88' S38'35"E ' 729.97 LC157.9' 4 6 Q N88'09'S1"E - _ -- ---- ----- - CHENAL VALLEY DRIVE 240.08' 262.20' w41w s4r«e G6 C5 o rn z I TRACT A $ 97.63' 131.39' $ $$ ^g^^ sale' 6g 137.25' 9J• r!�,ek'�•° 3oe.13' S8$ 09'51"W 19.9t' ® 240.08' -,yr4e2S 5o.m 'b 's sh .4 / R2843.18' 228.8081, 93' - T sD.D �;�, �` �d°u l� R2894.78' CDN8T29'37"W ie1°e•od 35 � TRACT B ^ o CDS89'33'487W LC429.96' 10 °r� ��� C r_ , LC 141.38' �• till ig 00 9 2 255.20' TRACT A w � � �P ' /n � 1 � ^ �"' 131•27ro5' 1aro+•3s � 8 n X 35' &D n b 40 / --�-- -- 410.29' , / 5830853'E 424.09'--��+--- \ \ \ ��i• �S - WWW A3 �� ur S �b \ co \^9 \ 21 0 l / / o, o, yr5T2d \es're•aS <a / 21 $ a 391 +eesouJ 2� ,a,,.� TRACT R 9 \l \ \ /G. :4 CDN8534'0.� j r^�tseo7roo ro �ti9 �\ �F'� \ a ;' LC41.88' L. \ 9 i - - 10 11 - 00 9aG0' a I lo`, 175.00 co - 1 1e.9s 150.01, 1 I N8348'2YE _ _ Zara 15 v "17�pa -� rr rl dy`P 1"Ix 245.04 S O.SJ trarerd 15r59'1SI 175.00, 'bq, N }� 552.53' m c3 to 12 1' I 20 $ 19 s �' I V I 552.53' r� 38 I I ��° �� ^^°^ 141.10, ADI ' 04 m $� 8 R620.00' �u"t _ ry~M 7?U'4s I V 3 $ LC38 CDS85'9 4' 17" W 175. I `vL 17- �' 53.t H p 1,Wier 19ror2s V G ( iR cA i W a r °♦i \ y3.d 1 O i p A �g O N 175.00' 4� 1 5 u• N ,dr w In 2 �� O 1 4I 4� L3' �� \\ \ 9 j7 ,16 175.96' 4 li--I I I ; c94 WA9�' n ^G- Iezl LLR II I'ILA IL yr I-INAL Art-1\UVAL 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. \ It I ZO 1 01 DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOC M NT, NUMBER�b�`� Ig� I l FILED FOR RECORD �201)1 IN PLAT BOOK . r PAGEe E/ CAR01"YN,bTALEII, CIA O -- m 9r,sar +743r4s I �, � ,�, It76254d '�?s• NE �� LEGAL DESCRIPTION - 17 :.86' 4•a o 1�•�..,1 c41 ' \ �� I ` i O b l tbss =+ \ I �- y ey 30 Sect ' ?s. �40451�yA3d '%"f, l ,os q� x dt LA 18• 2 7 Part of Sections 23, 26 and 27, Township 2 North, Range 14 L 1 _ , 41.,5 \ o 3 q West, Pulaski County, Arkansas; more particularly described gr �� q9 \� m \ I i- T-2-N, R-14-W 6 II tA I��O^ \?,� W ` `'n fib{ 1C Starting at the Northwest comer of the NE 1/4, Section 27, c 1 1 ,y �� �s\ \ e^y 184.28' �41 1 cJ �t Township 2 North, Ran.ge 14 West, Pulaski County, Arkansas: ' se thence South 48'05'25 West a distance of 72.96 feet to 3 "\ °Jse e06 \ \ °'u'u <^ the point of beginning; thence South 8757'41" East a \4 \ \3 \ distance of 262.20 feet to a Point along a curve to the left AS , V3r \ �• `'� having a radius of 924.91 feet and a chord bearing and W� 93 distance of South 8F48'08" East 91.68 feet; thence South 4 \ \ \ e; N• 88 38'35"East a distance of 729.97 feet to a Point along a curve to the left having a radius of 2834.80 feet and a 77-12'35- naJ�.\ chord bearing and distance of North 89'45'38" East 157.95 ' \ CIA 1eve \e6 feet; thence North 88'09'51" East a distance of 240.08 35 \ 4 '\n , 31 feet to a Point along a curve to the right having a radius 2 ,\ 90001 �� \ \ . \ pG \ m 9� 3�' \ \ c 9 9 9 1 0 \� \ g �' \ . �p3,s*5 '°s of 2903.18 feet and a chord bearing and distance of South ys� 44 PAGIS Marker \ 8 8729'25 East 439.37 feet; thence South 875O'20" East a '� '' & distance of 681.73 feet to a Point along a curve to the left 1� erxtzar \ �g \ \'s # 2074-0268 n"^e o� off" 0 <1� • E� N55' J Gross \ \ \ \ `�y having a radius of 924.93 "feet and a chord bearing and iy �153 asN4 \ Sf \s \ \ \ �� r6 5 \ \ ' distance of South 89'30'59 East 215.10 feet; thence North \ \ '� s 1 ye,3r� ''L1. 8348'23" East a distance of 552.53 feet to a Point along \, a curve to the right having a radius of 680.00 feet and a ea4aas ,e`er\ g 5 \ 5 �� \ g4t� �� \ \woo- chord bearing and distance of North 8534'17" East 41.88 d' , \s �tb ti^ ,bp• \ G\ • N, \ 7 1war feet; thence North 8720'10" East a distance of 396.64 34 , Saar s s\� \ N\� \ d feet to a Point along a curve to the left having a radius of A 620.00 feet and a chord bearing and distance of North o �\ ti \ 9 8758'50" East 94.17 feet; thence North 78 37'30" East a ,,,.9'<� \ \ �,'�p� •b \ $ �. \ ++e'ot'4e• \ \ `, '` z� ��• distance of 143.47 feet to a Point; thence North 11'22'3T 5� 4e , V 9aoo) \ & F West a distance of 15.00 feet to a Point along a curve to '„ r ^ • \ the right having a radius of 1501.01 feet and a chord �o °s\ \ ,8s°° \ U �S �g� 9� \ �s° \9e 8 S bearing and distance of North 8T38'28" East 677.09 feet �• \ \ s\n% \ \ e ^ 1ygh J \ \ \00\ WOW S� to a point on the West right of way line of Chenal Parkway; 33 �n Saar \ ess thence along a curve to the left having a radius of 9ao6`-`.�' \ U 1ar�,�, ^e^•'' S $ / r' \ \ \ 15155.24 feet and a chord bearing and distance of South Ktoo\ \ \\ \ ^ �• R39'2d \ s 15'27'51" West 92.02 feet along said West right of way \ \ i nzls•DD") 154,49' I ° ,r ��i 7 � \ °a \ ��`'' , line; thence along a curve to the left having a radius of ao \ 1* I i• , �r4s4d Saar \ $ 1387.39 feet and a chord bearing and distance of North 'HIV. 9000 W b• S*' 1p' 1sa 1 \ \ 0e a ,y \ �s. 9 0• \ l\ / l o h ,1� 10 co ��1 \ jd� \ \& 9a44'2S Clear 32 7 I- = I 17 heeriwNN s, 147a8•ts N 8 9rbsr 4t c4 '� 01. e1572a 6 ` / \ '.. � L� N g� X / •G�a '4N WW y10,2ti 9zzess 31 �ts,��e V i3z41'4s � '?,rA °�/\� o. / � �•� PAGIS Marker r� �� a �e /\ \ ssy �./j44 i 1 / "� \ # 2074-026914,E 9 2 �. ARKAN`..AS STATE PLANE °s\ ^ .\ } '� 9r2z �s 10 16 ,9S' 12e"' / 4r °�? \ \ \ 9000• COBRDINF TES (NORTH ZONE) 9 I 1 ^Od 'z,� \ 1 N 16628�.91 E 1165411.22 /� 30 �'� �/, W`""41'oe %a d' ^ i1, 2Y[ae'i5' fW452s� �� \ 1 e►N \ \ 1h. s¢f 2 N 18625 i.79 E 1185671.45 ^ t ^�' \ \ 1 _ 1 , \ , I• 3 N 166241.07 E 1165762.88 NS*S \ \e� \ N \ �� g �� \h h`^ \ 9 4A� 9000' S F N 16622 ;.79 E 1166492.65 N 16623:.45 E I166650.59 N 16623.14 E 1166890.55 N 16621:.90 E 1167329.49 N 16613 1.92 E 1168005.90 N 166131.10 E 1168220.99 N 16619'.71 E 1168770.29 N 16619-t.95 E 1168812.05 N 16621 ,.38 E 1169208.26 N 16622,.89 E 1169301.72 N 16625,19 E 1169442.37 N 16626 ?.89 E 1169439.42 N 1662712.13 E 1170116.50 N 16618 5.44 E 1170091.96 N 1661 S 1.57 E 1169511.39 N 16620 27 E 1169508.43 N 166165.07 E 1169313.56 N 16615 45 E 116921105 N 16613 3.01 E 1168814.84 N 166132.06 E 1168776 76_ I N 16607 45 E 1168227 46 N 166074.39 E 1167998.42 N 166153.37 E 1167322.01 I N 166173.17 E 1166892.47 1 N 1661T.48 E 1166652.51 I N 16616i40 E 1166511.13 I N 1654C3.46 E 1166524.69 _ N 165157.54 E 1166634.10 N 16471 ;.38 E 1166967.39 I N 164187.22 E 1167715.61 N 16398�.42 E 1167828.35 - I N 16362_.15 E 1167758.20 I N 16359�17 El I N 163751.44 E 1167544.34 N 16382;.64 E 1167445.67 N 16385' .86 E 1167190.73 N 16386-1.70 E 1166413.11 N 16412'.41 E 1166254.03 N 1642G 7.74 E 1166121.20 N 164341.99 E 1166034.80 N 164551'.17 E 1165735.20 N 16493'.53 E 1165448.89 N 16525 7.12 E 1165267.28 N 1660S7.36 E 1165387.94 R620.00' CDN8758'50" E It i VI UIIiYLi WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO F1-REBY LAY OFF, PLAT, AND SUBDIVIDE SAID '?EAL ESTATE IN ACCORDANCE WFTH THIS PLAT. DATE OF EXECUTION PittleRock, R COR RATION ;Iub Blvd. Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 ----- ------ r2 123 R92493' 27��, - - - - - S82650'20"E CDS8T30'5.9"E - 681.73' - LC215.10 N83'48'23"E J82'50'20"W -552.53' 681 -- C4 - -- S83'48'23 W © 552.53' s 2a R984.93' / CDN89'30'59"W LC229.05' 89'17'49" West 580.62 feet; thence North 11'22'3T West a distance of 15.00 feet to a Point; thence South 7937'30" West a distance of 198.77 feet to a Point along a curve to the right having a radius of 680.00 feet and a chord bearing and distance of South 87585T West 103.29 feet; thence South 87*20'10" West a distance of 396.64 feet to a Point along a curve to the left having a radius of 620.00 feet and a chord bearing and distance of South 8634'17" West 38.19 feet; thence South 83' 48'23" West a distance of 552.53 feet to a Point along a curve to the right having a radius of 984.93 feet and a chord bearing and distance of North 89'30'59" West 229.05 feet; thence North 8750'20" West a distance of 681.73 feet to a Point along a curve to the left having a radius of 2843.18 feet and a chord bearing and distance of North 8729°37" West 429.96 feet; thence South 88'09'51" West a distance of 240.08 to a Point along a curve to the right having a radius of 2894.78 feet and a chord bearing and distance South 89'33'48" West 141.38 feet; thence South 01'01'01" East a distance of 764.07 feet to a Point; thence South 23'48'39" East a distance of 270.99 feet to a Point; thence South 3704'1,C East a distance of 552.91 feet to a Point; thence South 54'43'53" East a distance of 916.43 feet to a Point; thence South 29'1816" East a distance of 230.28 feet to a Point; thence South 10'53'58" West a distance of 370.96 feet to a Point; thence South 76'08'14" West a distance of 109.28 feet to a Point; thence North 34'43'36" West a distance of 189.17 feet to a Point; thence North 54'34'03" West a distance of 121.09 feet to a Point; thence North 8S14'26" West a distance of 256.73 feet to a Point; thence North 89'07'40" West a distance of 777.71 feet to a Point; thence North 31'35'17" West a distance of 303.71 feet to a Point; thence North 57*16'51" West a distance of 157.87 feet to a Point; thence North 3700'16" West a distance of 163.03 feet to a Point; thence North 5456'55" West a distance of 365.97 feet to a Point; thence North 3720'06" West a distance of 472.09 feet to a Point; thence North 29'09'05' West a distance of 372.81 feet to a Point; thence North 08'10'18" East a distance of 848.85 feet to a Point; thence North 0702'19" East a distance of 189.99 feet to the Point of Beginning, containing 79.3994 acres more or less. s^y �fsy\ \swar " �►1'99 $$ ; \� O \ `�� 1 9 a^ \ 9rs� \ \ \ 1 97 \ \\ \ e6 e, 2 9 Sd ycY' \900D \ & 40� 6f� ss9)• \tpoa \ \ \ \y16tA ?ems �jeo4loV \ \�� i to^� C / 11 \� �\y 10 \ �d �is \ .b '� q^"ti?9 �\ a^ ?q�, woo. 13 0� \ \ \ \ �' 1E1e'4d u'1D' L \% 'i�. 14 �/ � 4S o. CURVE LENGTH DELTA TANGENT RADAIS C1 606.09 2C 14 3Y 307.65' - 1432 39' . _ 28 ,iT -Ad \ \c� �i• ^ 1' 16��0 4�~ �\ * �, s��w C0� ' / / / b 4'a \ J\'`a �\ b \ 8 ��b• C2 98.83 OF42 40r - - 49.51' 63000' e; '� \ y \ +0 1 \ So 9oaa \ \ 't 7 `^ ar C3 40.04 O531 47' 20.03' 650.00 \ 4 C4 222 58 1321 16" 111 79' 954 93' O �a �\ g 2 ; \ 12.T04ro5 1 1 k , ,q 1p \ C5 434.91 0940 22" 217 87 _ 2873 t 8• .. `?o\ �?� `I^ \ \ \1geN d1 d h1 - �'� a� 4� 'Yt ^ 93 \ G�� ��' \b g 79s C6 159.64' OS11 3,r -- 79.84' 2864.80' -. ^"'4 ! ,cS �V1 ,� 133.22- to h' J Z \ g 19�5b \9� y C7 94.70' 0540"i4 4739' 954.93' 66 �i 7 ,96563d w to 14 � l �{' 1 iCr ''t 1 4 . - -- �i N Ane �l CS 159.66' 275210" 8091, 400,00 ?�\ 5.11' - `w r Q7\ _.._ 6' 7552'25' 5200.00'c10 303.85, 8__ 15 C11 377.55' 360313* 195 26' WOOD' C12 184.94 1739 39" 93.21 600D0' 8)• 7Y ,6►e § D4rr. 143.03' �o 15 I C13 92.71 1T422Y 4873' -- 300.00' 41 s\ \ .a _ - -- - O s 7 \ Y TRACT C 8 - y $R 'tr\ \ \ � \ \ e CU 115,26' 8607 ter 72.50' 75.00' _ e p _ - C 15 68. t 0 19 30 34 34.38' 200.00' ar� \ io - - *� 7 2 1 �� \ a� C18 110.65 SC31 39r 68 16, 75.00' \ r �J L' \ \ \ PrWaM Roadway N89'D74dW o r Eanrl. C`, '+o' �`A' C/. \ 1 ...... _.. .-_. \ �i t� C17 ; 145.57 _.. 5536114 79 09' 150.00' cyo ' \ 1 Qawle RoJ4r N BY! of Asti.'aweo r wl 5z4.o4' n F. I �6 ,V0 \ \ r5. ' -- ' -- --- Cie 185.13' 7042'S3" 10643' 150.00, OP 4. '� �� C19 175.75' 3,T33'58' 90 48' 300.00' ?9' �1d� C20... 153.71' 173649' 77.45' -- - 500.00' _ Dom, LP �. t -Wbk- - --• 'r\4bi. : q . - R '>ai• \ C21 71.42' OB'11'01' 35.77' S00.00' j \ 1�0 g e \ O NN C22 260.56' 3T792S - 135.09' 400.00' '� \ 25 ^o A 9 �y!'' �3 g 22 1�1 2, 0 lossvld C23 : 219.29' 8S45SO 134 50' __ 150.00' \ 24 ;�\ TRACT D ;9r "+s C2169.48 __- 4- - 9508- 0.00' 0 C25 84.09' 1702'042 20 400.00' ,i y` a 1712'5" 42.81 400.0'C26 85.29' �' ` 21 965,10.0 152.93' 14.1 , 3. C27 123.67' - 4Tt42,C - 6560'- 150.00' 225.74' "� Emit C28 76.35' 2909'49' 3902' 150.00' 40 N89'07'40"W 777.71 N83'14'26 W 0380 .aV35 19 C29 25.91' 0758'110 12.96' 500.00, " 256.73' �4'Sf•7?�� �f•' 17 01 ^d1 \c 09 ©�`�� 1 3 16 v. c•' o _ 1� t6641' •A b,1p", 17 �• rn 1 ,\o (3 5750a 14"W ._ A p(3.28 R1501.01 ' CDN89'38'28"E LC677.09' CHENAL WHEY ,1 eEUIURDE IC`r,N�V VICI� ITY MAP VIP N9N' (JTS) 7ALAI5 c�'Ue 6 N1R10. i i cHe �l wrLE� CwAtL VNIV DR o KAN15 ROAD NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSUFANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. PLAT OF LOTS 1-42 BLOCA' 92 LOTS 1-22, BLOC' 93 LOTS 1 & 21 BLOCK 94 LOTS 1-11, BLOCK 95 TRACTS A, B, D & G BLOCK 92 TRACTS C & F BLOCK 93 TRACT E BLOCK 94 RIGHT-OF-WAY FOR CHENAL VALLEY DRIVE 177 1,110 Ip ll►III 11► \ I IU I LIII I I (► I To be known as "SOLOGNE CIRC �E" BEING PART OF SECTIONS 23, 26 AND 27 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS NOVEMBER, 2001 RFIC"FTA IFRIA \Snn�� AL PLAT j NOV 2 6 2 1�p/p� �r�,f� n BY: ti) WI[L41[ Ia �IlD.9 J! lG40AY' d* A M4DC ti e _ • CML ENGINEERING, LAND PLANNING dt DEVELOPMENT, SURVEYING DATE: i /„ 1 © 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 `_ \211n"\CHENAL\1aA\PI A- Tue Nov in 09: 13: OP 2001 Paul Job # 01-0540 �6 q - n r\,\i-,