The URL can be used to link to this page

Home My WebLink AboutZ-6051-B Map 60 0 �e G 4 t � CG QPI , / sars6'1D E DA = 200 Aar 132. i L / \ Triple Pip Culvert CENTER OF 1 CTION 36 -W // // Ex avate Lake to T_ Cut ert , 1343.21' LOT 1 R2964 79' \36'w L 06' L / / /o+. /Q� LCBrut Ca+atr tion / , P� 3 b .n V N / \ Ui�1 SS ID AL A!0 Z• ' RDW N CHE , PARK Y /I II I i / ,f \ *ATER SURFACE / r EIEV. 522.7 585.0 FPO EXISTING \ ;n 1 CURB LINE I 1 \ °p `° hose Line ..... ...�. � Q�1 5 MICut • ECAC DESCRIPTION - ENTIRE PARCEL At To Be Cloned \ \ • Co+nmencing at a CENTER SECT.36, T -2-N, R -f4 -W 1 \ •• \ \ t ° PULASKI COUNTY, ARKANSAS: \• • . Thence South 87 Degrees 59 Minutes 01 Seconds East, R2944.79' • \a �1 4� f I �. CDN21'S1'i3 R C \ r�.fuF-ro L�JLIIro�� tlq along the north Line of the NW1/4. SE1/4, said Section 36, \ 1 ` LC819.68' t? r\ r a distance o 1343.2E feet 1 ` �, ,` + � to a FIP PINCH -PIP£ and the true POINT OF BEGINNING; \ __ \ q Sj91ML�� < Thence South 01 Degrees 34 Minutes 34 Seconds West. ,lr v� •�,•• along the east line of the WI/2, SEI/4, said Sec. 36, a distance of 1840.24 feet to a FIP PINCH -PIPE; Thence North 87 Degrees 17 Minutes 20 Seconds West. a distance of 5475feet to a FIP; • 1 1 O T LL// Thence South 12 Degrees 36 Minutes 08 Seconds West, a distance of 158.44 feet to a FIP. 1 ,cgE Thence South 86 Degrees 58 Minutes 24 Seconds West, 1 1 N76 _ 98.06, a distance of 47 85 feet to a FIP; 1 Thence South O1 Degrees 15 Minutes 02 Seconds West, 1 p Li Its Of 1�` a distance of 154.93 feet to a FIP. / etaile Stu - Thence North 87 Degrees 31 Minutes 22 Seconds West. its of a distance of 417.38 feet to a point 1 I 1 / ' I 4� _ - hose 1 Construction on the east right-of-way line of Chenal Parkway; 1 / Thence North 09 Degrees 56 Minutes 17 Seconds West ' 1 g292w .. _�_ _ "- along said east right- of -way line, ' ' 1 /00200. 9'w / ,� _ 324' • • • • • • a distance of 948 87 feet to a point; 1 fro r 30' 9L00 j, 1 Thence North 80 Degrees 03 Minutes 43 Seconds East 1 1 / / INE 1 and continuing along said east right-of-way line; a distance of 10 00 feel to a point: Thence North 09 Degrees 57 Minutes 08 Seconds West and contininng along said east right-of-way line. a distance of 4.00 feet to a point>'t�L' �� ` 1 101EIO Thence around a curve to the le �_ / and continuing along said east right-of-way line, 0� I [� through a central angle of 19 Degrees 55 Minutes 27 Seconds an arc distance of f0f9 07 feet,a radius of 2924 79 feet and , I Imits f ZO AE n chord bearing of North 18 Degrees 46 Minutes 49 Seconds West ' i 1 P PbSE 1) 6 100 ear F Odw with a distance of 1015.60 feet to a point; A Per F m C III F el - - 1 t 1 Thence North 60 Degrees OB Minutes 47 Seconds East, - 1 " f and continuing along said east right-of-way line, 1 0. / Dat 0 N1181 3 005 3 a distance of 20 00 feet to a point: + 1 Thence around a curve to the left1 j C eRUCT and continuing ane, long said east right-of-way liI 1 L ONG OO through a central angle of 01 Degrees 46 Minutes 47 Seconds 1 ' i w O CHENAL an arc distance of 92.09 feet,a radius of 2964.79 feet and 1 AR Av 1 ' \ Construct 1 �2 a chord bearing of North 30 Degrees 44 Minutes 36 Seconds West 1 _, 36' Wide Pavement with a distance of 9208.feet to a point: 1 1 u' �' / / ' Thence North 31 Degrees 38 Minutes 39 Seconds West, l m a ce 16t 04 feet to a point; \ 1 h Thenceence Southh 58 Degrees 21 Minutes 21 Seconds West. 1 and continuing along said east right-of-way line.e �A6' PVMT I 1 0 a distance of 10 00 feet to a point; F ', 1 1 . I f Thence North 31 Degrees 38 Minutes39 Seconds West, 1 ? j LQ`r -�� 4' sidewalk I 1 and continuing along said east right-of-way line, a distance of 80.46 feet to a point; 4' CONIC WALK 1 Thence North 66 Degrees 34 Minutes 21 Seconds East, a`�Fc`" '+' a distance of 467.85 feet to a point; Thane .South 87 Degrees 58 Minutes 10 Seconds East, a distance of 1322.99 feet to a point O I O I 1 on the east line of the W1/2. NE1/4. said Sec 36; ° There South Of Degrees 12 Minutes 25 Seconds West, 1 1 , A rONAL I v along said east line, a distance of 222.82 feet mh 1 ; 1 N RIGHTfOF-wA �/ 60' ROW 1 to the POINT OF BEGINNING; Containing 2953443-09 square feet or 67.80 acres. more or less. 1 , 0.cl r� This Project \ ; �° i J ¢� / \ i S NBT, 7'20'W 2j bI 5,53' --- �------ ' O 1 _ q Konig Rood 1 / i m 1 j n 31 1 1 O ,s�.nrcr tr rriY. //ti��i�� CL 1ZY �Ji7"� :.ti',.. '. �/ 1 „yl► . .: ii ANSA 1 1 ,. _/ 'moi` \ p �, Vicinity Maio ° REis{5TEliE41 o R r 00 8 Sea* 1' = 2000' /' ' PH N f E ,h' !11111I I £ dei) $ f; ay ; aRorosto PAc s Mts�n MEN 1 O Y; 3 AG . i^F�V. '1 ai - 9G) No 503' ly [Q��I 1 01 1 NHT31 22 w ; t/ f �—��--1....... 417.,56' J " _ -- AREA OF REVISION 29.7 ACRES CERTIFICATE OF SURVEYING ACCURACY LOIS 4 THRU 8 � ""� I, JOE D WHITE, HEREBY CERTIFY THAT THIS MARCH 18, 1996, rev 4/15/96 WIDEN CHENAL PARKWAY 12' FOR nJRN lN1E CERTIFICATE OF OWNER PLAT CORRECTLY REPRESENTS A BOUNDARY S e 1 00 0 100 300 SURVEY MADE OR VERIFIED BY ME, ALL WE, THE UNDERSIGNED, OWNERS OF THE REAL MONUMENTS REQUIRED ACTUALLY EXIST AND ESTATE, SHOWN AND DESCRIBED HEREIN, DC I —. - 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 ROCK SUBDIVISION RULES AND REGULATIONS LAY OFF, PLAT, AND SUBDIVIDE SAID REAL `� 1-- 0 I e I — 100 0 0 f + l HAVE BEEN COMPLIED WITH. THIS SURVEY HAS BEEN ESTATE IN ACCORD WITH T IS PL T. PROPOSED PHASING PLAN FILLED FOR RECORD WITH THE OFFICES OF THE STATE SURVEYOR & CIRCUIT CLERIC WITF�IN THE LAST ENAL TE NOLOGY CENTER LOTS 1 &2 PHASE 1 5E EN YEARS 4-16-95 CONTACT: HANK KELLY REVISED PRELIMINARY PLA T UITTLE ROCK, AR 7210, / 1 / b 1 LOTS PHASE 2 - �� U DATE OF EXECUTION 425 W. CAPITOL LOTS 3,4,5 - 1 ! PHASE 3 DATE OF EXECUTION KJOE D. WHITE D.R. -- PAGE — _ -T LOTS C' 1 L J REGISTERED LAND SURVEYOR ADDRESS DEVELOPER i fJ / N0. 534, ARKANSAS INSTRUMENT N0. _95-53121 CHENAL TECMNOLOGY CENTER -- -- CONTACT HANK KELLY 425 W. CAPITOL CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF PRELIMINARY APPROVAL LITTLE ROCK AR 72201 A RKA NSA S SYSTEMS OFFICE PARK THIS PROPERTY 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 OF THE SEWAGE DISPOSAL — LITTLE ROCK WASTEWATER PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN PART OF SECTION 36, T -2—N, R-14 — W ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED. THIS DOCUMENT IS HEREBY WATER SUPPLY - LITTLE ROCK WATERWORKS ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WITS_ .\ EXECUTED UNDER THE AUTHORITY OF SAID 2900 LINEAR FEET OF NEW STREET 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 Lv lLll1! 1t l ZA lL !L/LR<y CAY tll►Y6y®�1Ls91 /1 IlLAYy ��e • r,, ,. ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 'VICTORY STREET LITTLE ROCK, ARKANSAS 72201 r 3 9661 of 4v 5i 61 Jtiv nU: OON\SAS,mv