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Home My WebLink AboutS-1073-A Map 3DA =,200 Acr e Pip Ex ov Cul of T EXISTING -J CURB LINE culvert Ln LEGAL DESCRIPTION - ENTIRE PARCEL \ At d • '. �� Commencing at a CENTER SECT.36, T-2-N, R-14-W, 1 t I \ PULASKI COUNTY, ARKANSAS,7 �� 1 Thence South 87 Degrees 69 Minutes Of Seconds East, along the north line of the NW1/4, SE1/4, said Section 36,- a distance of 1343,21 feet 1 to a FIP PINCH -PIPE and the true POINT OF BEGINNING; \r •� I Thence South 01 Degrees 34 Minutes 34 Seconds hest,�,- along the east line of the W1/2, SE1/4, said Sec. 36, a distance of 1840.24 feet to a FIP PINCH -PIPE; \ t Thence North 87 Degrees 17 Minutes 20 Seconds (lest, / • a distance of 547.53 feet to a FIP; 1 1 Thence South 12 Degrees 36 Minutes 08 Seconds West, a distance of 158.44 feet to a FIP; ' •49 fl Thence South 86 Degrees 68 Minutes 24 Seconds hest, ; - _.�veo' �•�tf' a distance of 47.85 feet to a PIP, • I_lmits 1 Thence South Of Degrees 15 Minutes 02 Seconds West, 1 1Pe'tailed 1, �♦ a distance of 154.93 feet to a FIP; ; ` , -_.. _ f d0• jam►% _ Thence North 87 Degrees 31 Minutes 22 Seconds West, a distance of 417.38 feet to a point 1 on the east right-of-way line of Chenal Parkway; / azs.7a / — t / � 1A r r • Thence North 09 Degrees 56 Minutes 17 Seconds West 1 ; ' DN11'e'W along said east right-of-way line, ' / Lc2oo., 0'"T ice'? yr. a distance of 948.87 feet to a point; 1 I _ Thence North 80 Degrees 03 Minutes 43 Seconds East 1 - - m and continuing along said east right-of-way line; a distance of 10.00 feet to a point; r, r, " zrwrwe nvrcn va veyreea ur stircussa vv uc�v,wu n a• ;-Yy y,,.�1�{- - - 1 _y Ir1 _ and continuing al said east right-of-way line, a distance of 4.00�et to a point; Thence around a carve to the left ]' II' �� - - 1 lot JAI I --- and continuing along said east right-of-way line, I 1 through a central a le 19 De ees 55 Minutes 27 Seconds Dug np Qf 91' 1 lamps . Zone AF an are distance of f 017 07 feet, a radius of 2924.79 feet and i a chord bearing of North 16 Degrees 48 Minutes 49 Seconds West -�""e ' 1 ' N�O� 050,181 OObSE ' with a distance o 1015.60 feet to ¢ point; 1 1 S ` As Per irm Communit Panel f P moN Ye r Thence North 60 Degrees 08 Minutes 47 Seconds East, 1 - f7 \ and continuing along said east right-of-way Line, 1 j Dated Nov. 3, 1993 a distance of 20.00 feet to a point; '� 1 nc1 ` C T , Thee around a curve to the left and continuing along said east right-of-way line, t through a central angle of 01 Degrees 46 Minutes 47 Seconds ' AR Y�CHE L an arc distance of 92.09 feei,a radius of 2964.79 feet and T a chord bearing of North 30 Degrees 44 Minutes 36 Seconds West ; ( s-� T 5 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, 1 QO� Sa I}l' xvMT _ a distance of 10.00 feet to a point; �? ' I i' /1 - . Thence North 31 Degrees 38 Minutes 39 Seconds West, and continuing along said east right-of-way line, / - ✓ 4' sid W01 a distance of 80.46 feet to a point; Thence North 66 Degrees 34 Minutes 21 Seconds East, 4r u / 4 CONC ALK F a distance of 467.85 feet to a point; kl o `, I Thence South 87 Degrees 58 minutes 10 Seconds East, — a distance of 1322.99 felt to a ppoint on the east line of the W1/2, NE1/4, said Sec. 36; ITIONAL , Thence South O1 Degrees 12 Minutes 25 Seconds West, 1 RIGHT-OF-WAY ROW along said east line, a distance of 222.82 feet mh to the POINT OF BEGINNING; Containing 2953443.09 square feet or 67.80 acres, more or less. 1 This Project ' 1 , VliWa.�( / % ♦ ; Mo -- -y- TJ -- - -- - ' 1 r IF440Ur , O T 6 Kallls Rood Q .eA, iST e�•ee !� S moo;.... AR ANSAS '4 \O 2cinit Mott _= �•SrA OF = :: • - ' a —�Y—„- REGISTERED 1 -� _� ale: 1' - 2000' = PROFESSIONAL i / - i 1- I j , Ju►Nr-- Io 1 1 9►'l ENGINi�Es ' o _P PAGIS w�xA1 1G7• 83 AG_ (�E\/ -1t:) �N.s % : t •: ��NeTil•W I i `r•'OFo. N '•.4 'ff No.503 �� 1 -- , --.�- 417 1 ,ol, ...W Sv,S•Tc; P r--- -- --- 1 AREA OF REVISION 29.7 ACRES �''•,A, L�LAN9 E �,, LOTS 4 THRU 8 CERTIFICATE OF SURVEYING ACCURACY �'"41rn11101" +~~~ MARCH 18, 1996, rev 4/15/96 YAOEN CHENAL P..q>:.'n... ,2' FOR 11e1N LAW v I, JOE D WHITE, HEREBY CERTIFY THAT THIS CERTIFICATE OF OWNER 1 PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL WE, THE UNDERSIGNED, OWNERS OF THE REAL cdx 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 ROCK SUBDIVISION RULES AND REGULATIONS LAY OFF, PLAT, AND SUBDIVIDE SAID REAL HAVE BEEN COMPLIED WITH. THIS SURVEY HAS BEEN ESTATE IN ACCORD WITH IS PL T. FILLED FOR RECORD WITH THE OFFICES OF THE STATE SURVEYOR ti CIRCUIT CLERK WIT THE LAST ENAL TE NOLOGY CENTER SE EN YEARS, 4-15-95 CONTACT: HANK KELO DATE OF EXECUTION v 425 W. CAPITOL LITTLE ROCK, AR 72201 DATE OF EXECUTION JOE D. WHITE D.R. PAGE REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT N0, 95-53121 CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF PRELIMINARY APPROVAL 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 PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WIT - EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION PROPOSED PHASING PLAN LOTS 1 &2 PHASE 1 LOTS 6-6 PHASE 2 LOTS 3,4,5� 9- Ll PHASE 3 DEVELOPER CHENAL TECHNOLOGY CENTER CONTACT: HANK KELLY 425 W. CAPITOL LITTLE ROCK, AR 72201 THIS PROPERTY IS ZONED 0-2 SEWAGE DISPOSAL — LITTLE ROCK WASTEWATER WATER SUPPLY — LITTLE ROCK WATERWORKS 2900 LINEAR FEET OF NEW STREET AVERAGE LOT SIZE — 8.4 ACRES Kti\/ID II-ZYJ•00 TO 5►io� NSW l4( I,IN� To 5>4doW p7v�r\1,4i 1 1 1 1 II 1 1 1 i I f Construction Construct 1/2 36' Wide Pavement IU Scale 1" = 100 ft REVISED PR i LIMINARY PLAT LOTS 4 - 9 -- Tc�-/C'- 9�� ARKANSA S S YS TE'MS OFFICE PARK PART OF SECTION 36, T-2—N, R-14—W LITTLE ROCK, PULASKI COUNTY, ARKANSAS 136FfM7,-DA1=W & ,iLW 17t=9, IfYcC QCiVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 �7? 9661 t•E •ij5i d� I awl\SAS>I Itl\ _a