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HomeMy WebLinkAboutS-1073-A Map 4�tr VV 'l ff �� •I \ t/ r ser5811(rc DA = 200 Acr % azzs 9' Tridle Pip Culvert C CENTER OF % . �CTIO�N 38 / �' y, �' Ex ovate Lake to ^ I-7-4,12. 44 IN Cut ert NE CORNE 9 SE ON 36 1.Ha.z,---'--. - • t \\ �!'�"--- __ ma`s .. i' LOT 1 tc f j L; c�.l \ v � Pz � H;mow •��-__._____--_/ '1 /, � �PIS / \ \ Fist Consb lion / / p; 3 \ \ r \ \ SID A60 , \ ROW N (;t1E ` Al - , PARK v a. , l /I t C rl \ ' I WATER 22,7SURFACE ELEV. 922.1 EXISTING CURE LINE _ l N - 20' \ n Phase Line J# ..y7os� wn cut LEGAL DESCRIPTION -ENTIRE PARCEL I �� `At Commencing at a CENTER SECT.36, T-2-N, R-14-W, \ I +' PULASKI COUNTY, ARKANSAS _ R2944:79 Thence South 87 Degrees 59 Minutes Of Seconds East, �, CDWzf•51'13"T (�� �� a•s ' 41 along the north !tine of the NW1/4, SE1/4, said Section 36, t 1 •, LC81968' 4J Jt �• `- �'► _1 distance of 1343.2f feet t 1 t •�\ �, o a FIP PINCH -PIPE and the true POINT OF $ECINNINC: Thence South 01 Degrees 34 Minutes 34 Seconds Nest, along the east line of the N1/2, SE1/4, said Sec. 36. •, 1 ♦� � � a distance of fS40.24 feet to a FIP PINCH -PIPE; \ �1 1 Thence North 87 Degrees 17 Minutes 20 Seconds Nest, 1 l y - -' `��• ' a distance ofh 12 53 feet to a FIP: 1 T /^ T Thence South 12 Degrees 36 Minutes 08 Seconds Nest, 1 L O I1 �/ J ¢ distance of 158.44 feet to a FIP: 1 �.�� - 8 X4 Thence South 86 Degrees 58 Minutes 24 Seconds West. 1, NTq�aa' ��� , a\ - 8.06• C a distance of 47.85 feet to a FIP; 1 ,/ Limits Of Thence South Of Degrees 15 Minutes 02 Seconds West, F 9 Detailed Study a distance of 154.93 feet to a FIP: — nits of Thence North 87 Degrees 31 Minutes 22 Seconds West, 8l - - _ hose I Co:, o distance of 417.of feet to a point 1 \ � V`�--- etruction on the east right-of-way line of Chenal Parkway; Thence North 09 Degrees 56 Minutes 17 Seconds Westtt'153�'2e,■ along said east right-of-way tine, 1 1 -• 1Lrpp26• l , 324' a distance of 948.87 feet to a. point; 1, 1 - f J0 BLpC LINE �- Thence North 80 Degrees 03 Minutes 43 Seconds East 11 1 1 i I 1 and continuing along said east right-of-way line; , a distance of 10.00 feet to a point; Thence North 09 Degrees 57 Minutes 08 Seconds West 1 ._ • I 1 Q and continuing along said east right-of-way line. a distance of 4.00 feet to a point; Thence around a curve to the left and continuing along said east right-of-way line, 1 t(1 1(Y through a central angle of 19 Degrees 55 Minutes 27 Seconds an arc distance of 1017.07 feet,a radius of 2924.79 feet and 1 j , Limits Of Zone AE ;�I ji N j a chard bearing of North 18 Degrees 46 Minutes 49 Seronds West 1 PR6Pb5E �, 100 Year Floodwav % �' 1 with a distance of 1015.60 feet to a point; - i t2 - - 'As' Per Firm Communit Panel Thence North 60 Degrees 08 Minutes 47 Seconds East, 1 n- 1 No. 050181 0005E and continuing along said east right-of-way, line, a distance of 20-00 feet to a point: 1 Dated Nov. 3, 1993 --- 1 Thence around a curve to the left 1, 1 s .UCT 5' and continuing along said east right-of-way line, t ALQNG 1 CN CHENAL through i central angle of O1 Degrees 46 Minutes 47 Seconds 1 1 - yARt Y 1J / 1 an arc distance of 92.09 Jeet.a radius of 2964.79 feet arui 1 / , T O � � '�� � 1 Construct 1/2 a chard bearing of North 30 Degrees 44 Minutes 36 Seconds West 1 1� L t � � � 1 36' Wide Pavement with a distance of 92.08 feet to a point; Thence North 31 Degrees 38 Minutes 39 Seconds West, a distance of 161 04 feet to a point; Thence South 58 Degrees 21 Minutes 21 Seconds West, and continuing along said east right-of-way line. ` ; ` f / _ • PVMT a distance of 10.00 feet to a point; Thence North 31 Degrees 38 Minutes 39 Seconds West, "o 1 and continuing along said east right-of-way line, tl' X . V �r 4' sidewalk a distance of 80.46 feet to a point:i1, Y Thence North 66 Degrees 34 Minutes 21 Seconds East, �' �p ' l/ j 4' CONICWALK m i a distance of 467.86 feet to a point; Thence South 87 Degrees 58 Minutes f0 Seconds East, ,�, 1 / ,�-• 1 a distance of 1322.99 feet to a point 1 I on the east line of the W1/2. NEf/4, said Sec. 36; o - 1 A / 1 Thence South Of Degrees 12 Minutes 25 Seconds West, / 1 ; t N R� r-or-wgy 60• ROW 1 along said east line, a distance of 222.82 feet mh d 1 /� 1 i to the POINT OF BEGINNING; ' ,n Containing 2953443.09 square feet or 67.80 acres, more or less. LJ 1 1 t This Project I ; Ttarw (TY�� 1 ��V11 1 T %� Harn•zo•w 3��Z i 1 1 t L O Konis Road / 1 % - p ALL 5 c. ► (,TIN 1 I OL 1 OCL p j Vicinity Map �11 .'. . �� a1 . 1 o Scale: 1 = 2000' '.% PROFESSIONAL t � 1 — - i ! -C� � Ca A I . I , JUtJEs 1©, 11, ' � i I 1PROPOSED' Yz?, Ate(�jQ '1-9Gj Lfi u I 1 E 6>; 1 Pans MoFiwcN k 1 i'l*}���l7_� .JVJc�r�yy aa .�•�� 3 ,.L,�..... REVISION 97 ACRES 1 ` - -,— 116 CERTIFICATE OF SURVEYING ACCURACY � I Lr )7 S I H k LI MARCH 1 8, 1 9(K rev 4/ 1 5/96 . - 'MOEN CNENAL PARKwwr /T' FOR fURN LANE I, JOE .D WHITE, HEREBY CERTIFY THAT THIS CERTIFICATE OF OWNERS" -- PLAT CORRECTLY REPRESENTS A BOUNDARY 'h 100 0 100 300 SURVEY MADE OR `VERIFIED BY ME, ALL WE, THE UNDERSIGNED, OWNERS OF THE REAL - "G MONUMENTS REQUIRED ACTUALLY EXIST AND ESTATE, SHOWN AND DESCRIBED HEREIN. DO ARE CORRECTLY SHOWN HEREON AND,THAT ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, SURVEYING REQUIREMENTS OF THE LITTLE PLATTED, AND SUBDIVIDED, AND DO HEREBY ` r I� I " _ O f ROCK SUBDIVISION RULES AND REGULATIONS LAY' OFF, PLAT, AND SUBDIVIDE SAID REAL l 10 HAVE BEEN COMPLIED WITH. THIS SURVEY HAS BEEN ESTATE IN ACCORDANCE WITH THIS PLAT. PROPOSED 'PHASING PLAN FILLED FOR RECORD WITH THE `OFFICES OF THE STATE SURVEYOR '& CIRCUIT CLERK WITHIN THE LAST 4-16-95 A7ECHNOLOG'r CENTER LOTS K KELLY LOTS,L1 &2' PHASE 1 5E?EN YEARS.���j f '// DATE OF EXECUTION 415 W. CAPITOL - LOTS �3,4,5¢ iASEPHASE 3 LITTLE ROCK, AR 72201 _ REVISED P/�REL/ IMINAR Y PLAT DATE OF EXECUTION JOE D. WHITE D.R. PAGE' _ _�._ [- LOTS `i' _ ! REGISTERED. LAND SURVEYOR ADDRESS DEVELOPER NO. 534, ARKANSAS INSTRUMENT NC 95-53121 CNCNAL TECHNOLOGY CENTER — CONTACT: t•IANh KELLY 425 W. CAPITOL - 1.5� S CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF PRELIMINARY APPROVAL U THISS t, AR '2�' PRPRpPERTY IS ZONED 0-2 4RKANSAYS 'EMS OFFICE PARK I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE - SEWAGE DISPOSAL —' LITTLE RUCK WASTEWATER , PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN �. ENGINEERING REQUIREMENTS OF THE LITTLE � COMPLETED, THIS DOCUMENT IS HEREBY ..WATER SUPPLY — LITTLE RUCK WATERWORKS PA R T OF SECTION TION 36, T — 2 —N, R —9 4 — W ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WI EXECUTED UNDER THE AUTHORITY OF SAID 2900 LINEAR FEET -OF NEW STREET RULES AND REGULATIONS. AVERAGE LOT SIZE -- 8.4 ACRES LI TLE ROCK, PULASKI COUNTY, ARKANSAS DATE OF EXECUTION TIMOTHY E DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION V c.—rs C Ls� — 1 WT S-DAMW & AMOC A=9 ZVIL.o T'VVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING AID ✓ICYOPY STREET LITTLE ROCK, ARKANSAS 72201 I 9666 V6'G7 S6 6' JdV nul 00W\ErASAti