Loading...
HomeMy WebLinkAboutZ-6051-C Map 1•-N GO ' se;se 1(FE DA 200 Acr / I 585.01' r , N66�R15 d. I ,// // � Triple Pip Culvert / \ I / \ CENTER OF CTION 36 ,' /' I Ex ovate Lake to T- -W ' I Cul ert NE CORNS �\ od' - - - - - / _ 59'01'E _ SE ON 36 1343.21' r - \ / L 0 T 1I r Optic f3 Lin (tYD.) \ R2964. 79'/ 44'36'w L .06' �J L / / Fut LO \ ` \ Conatr 0 t \ \ \ SI Ae.O \ Row N CHE�- PARK Y / P R \ p N r I / / \ r J I WATER SURFACE I �ELEV 522.7 EXISTING J .n , CURB LINEIn - ro j --- l\ 00 hase Line " 7 --- 4 LEGAL DESCRIPTION - ENTIRE PARCEL ni Be Cased 0 Crmemencing at a CENTER SECT36. T -2-N, R -14-W PULASKI COUNTY, ARKANSAS \`R2944.79' Thence South 87 Degrees 59 Minutes 01 Seconds East, ', 1 ` R2944,CDNz S1'13"W �� s along the north line of the NW1/4, SE1/4, sasd Section 36. \ �• a distance of 1343.21 feet ` { 1 LCB 19,68' to u FIP PINCH -PIPE and the true POINT OF BEGINNING ,Ir�� ` 1� I ..♦\ \ �W� G+1"" Thence South O1 Degrees 34 Minutes 34 Seconds west along the east line of the M1/2, SE1/4, said Sec. 36, ♦♦♦ - \ s/ \ a distance of 1840.24 feet to a FIP PINCH -PIPE: t � , � ♦♦ � Thence North 87 Degrees 17 Minutes 20 Seconds West, 1 a distance of 547.53 feet to a FIP, I 1 1 .0 S� J�� p?♦ 44 Thence South f2 Degrees 36 Minutes 08 Seconds West, 1 r^ •�/ a distance of 158.44 feet to a FIP; / E L 0 T Thence South 86 Degrees 58 Minutes 24 Seconds West,1 NT6� �✓ -� ♦ 9 Limits Of 8,0 a distance of 4785 feet to a FIP; / 2D�. ♦ 6' I JJ ' �_. _ \ Thence South 0> Degrees 15 Minutes 02 Seconds West. 1 (J' �- ♦♦ _ _ �•5� a distance of 154.93 feet to a FIP: 1 1 J Detailed Study �� __ ♦ - -- Thence North 87 Degrees 31 Minutes 22 Seconds West, 1 \ ~♦ - L,mks a distance of 417.38 feet to a point I { l i I &0C l - - P on the east right-of-way line of Chenal Parkway, 1 - ' �a '( - I I 4_1r _ hase Thence North 09 Degrees 56 Minutes 17 Seconds West ' ► 29?4:79 y.W `�� �0 +"X ---- along ---- said east right-of-way line, ' ; LC200. 1 a distance of 948.87 fest to a point fer Iry yr, 332 / i I ` I _ ITp 1 Construction Thence North 80 Degrees 03 Minutes 43 Seconds East and continuing along said east right-of-way link; a distance of 10.00 feet to a point.- ► 1 Thence North 09 Degrees .57 Minutes 08 Seconds West and continuing along said east right-of-way tine, a distance of 4.00 feet to a point:"rGI� j E ! 1Q Thence around a curve to the left 1''�� �L a �� �- ; 03 10,yo' /� t� a� (� ' and continuing along said east right-of-way line, 4V�,% through a central angle of 19 Degrees 55 Minutes 27 Seconds an arc distance of 1017.07 feet,a radius of 292479 feet and , .1 ' l Limits Of Zone AE a chord bearing of North 18 Degrees 46 Minutes 49 Seconds West{ - 1 ° PIust n S 100 Year Floodway with a distance of 1015.60 feet to a point: "�"` �T.o 1 oy'�� /1 As Per Firm Communit Panel ; Thence North 60 Degrees 08 Minutes47 Seconds East. 1 - ► m� `�! No. 050181 0005E and continuing along said east right-of-way line, 1 I t a distance of 20 00 feet to a point: I 1 / Dated Nov. 3, 1993 h Thence around a curve to the le I S',RUC7 6' �y and continuing along said east right-of-way line. 1 W1 ALK ALONG through a central angle of 01 DON egrees 46 Minutes 47 Seconds 1 1 - an arc distance of 92.09 feet a radius of 2964.79 feet and 1 ARdw'AY - "P� j a chord bearing of North 30 Degrees 44 Minutes 36 Seconds West +, 1 „ ', L 0 T 5 / // / - 1 Construct 1 /2 with a distance of 92.08 feet to a point: 1 1 u• /lt / 36' Wide Pavement Thence North 31 Degrees 38 Minutes 39 Seconds West, a distance of 161 04 feet to a point; 1 h Thence South 58 Degrees 21 Minutes 21 Seconds West, and continuing along said east right-of-way link, 1 j f0. / IViT % 01 a distance of 100 feet to a point; Thence North 31 Degrees 38 Minutes 39 Seconds West, and continuing along said east right-of-way line, /1 y i Q%f �h 1 a distance of 80.46 feet to a point side Ik /1 � ' i I 1 Thence North 66 Degrees 34 Minutes 21 Seconds East. 4� c,'" t a distance of 467.85 feet to a point;' 1 4• NC, W �� Thence South 87 Degrees 58 Minutes fO Seconds East, U/ ' a distance of 1322.99 feet to a point r 1 on the east line of the W1/2, NE1/4, said Sec 36;ADDITIO �1 / !• ' 1 Thence South 01 Degrees 12 Minutes 25 Seconds West, 1 ; , ," RIGHT -OF - WAY N RIG-OFWAr t(( 60' > 1 along said east Line, a distance of 222.82 feet mh to the PONT OF BEGINNING; Containing 2953443.09 square feet or 67.80 acres, more or less. ► 1 i I� s ► ,'-� I 285 r ' 1 /� 1 This Project �-'wear, N 1 - / 2r s ; s ' LOT 6 -------- N's477s.3 • , b 1 Korlia Rood t 47 49 1 CIL AN Vicinity Mai Scale: 1' = 2000' P R 0 IFi * I WN A L _ ; ' i tea - 'j - I I , Jw'a ;'I I'=J ; C_ ENk1�EER ' 0 , PROPOSEDPACIS 1 In- p%3 AG. r(2E+/'1-3-96. 'k N8T'31'22'w �s No 503 -*e ► ------------------ 1 AREA OF REVISION 29.7 ACRES LOTS 4 THRU 8- CERTIFICATE OF SURVEYING ACCURACY •'' ~�•...r CERTIFICATE OF OWNER wcNENAL PARKWA* ,2. FOR TURN UNE . PLAT ECORRECTLY REPRESENTS FA BOUNDARY .. 3y MARCH 18, 1996, rev 4/15/96 SURVEY MADE OR VERIFIED BY ME, ALL WE, THE UNDERSIGNED, OWNERS OF THE REAL 100 0 100 300 MONUMENTS REQUIRED ACTUALLY EXIST AND ESTATE. SHOWN AND DESCRIBED HEREIN, DO G ARE CORRECTLY SHOWN HEREON AND THAT ALL HEFIE13Y CERTIFY THAT WE HAVE LAID OFF, SURVEYING REQUIREMENTS OF THE LITTLE PLATTED, AND SUBDIVIDED, AND DO HEREBY - 11 ROCK SUBDIVISION RULES AND REGULATIONS LAY OFF, PLAT, AND SUBDIVIDE SAID REAL \, C c I e 1 - 100 ft HAVE BEEN COMPLIED WITH. THIS SURVEY HAS BEEN ESTATE IN ACCORDAIIII BATH TI IS P T. PROPOSED PHASING PLAN FILLED FOR RECORD WITH THE OFFICES OF THE STATE SURVEYOR & CIRCUIT CLERK WITFfVN THE LAST CENTER LOTS 1 &2 PHASE 1 ZEN YEARS- ,r 4-16-95 ACT: WINK KELLY �/ ! ii', ) DAT of ExEcuroN LOTS 6 PHASE 2 /� (% ��- k 425 W. CAPITOL LOTS 3,4,5 `�- It PHASE 3 REVISED PRELIMINARY PLAT LITTLE ROCK, AR 72401 DATE OF EXECUTION JOE D. WHITE D.R PAGE - LOTS /1 REGISTERED LAND SURVEYOR ADDRESS DEVELOPER L T C tJ `•r NO. 534, ARKANSAS INSTRUMENT N0. 95-53121 CHEW.L TECHNOLOGY CENTER - CONTACT: WINK KELLY 425 W. CAPITOL LITTLE ROCK,AR 72201ARKANSAS SYSTEMS OFFICE PARK CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF PRELIMINARY APPROVAL PR THIS PROPERTT Y IS ZONED 0-2 I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL THE SEWAGE DISPOSAL LITTLE ROCK WASTEWATER PLAN MADE BY ME, AND THAT THE CONDITIONS OF DOCUMENT HAVING BEEEE - N PART OF SECTION 36, T -z -N, R- J 4 - W ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THISS DOCUMENT IS HEREBY WATER SUPPLY - LITTLE ROCK WATERWORKS ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WITFL- EXECUTED UNDER THE AUTHORITY OF SAID 2900 LINEAR FEET OF NEW STREET 1 RULES AND REGULATIONS. AVERAGE LOT SIZE - 8.4 ACRES LITTLE ROCK, PULASKI COUNTY, ARKANSAS DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION © WW L / -I MM A I'I1►ZA lL /L7R 9 Ili V C CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 D-93 966; ITC :;V:9; 9; jdv nUi 00h\SAS>jCI i