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HomeMy WebLinkAboutS-1073 Map 5kf`- / �7aB'1ffE DA 200 AcrBs / 585.01' / / Double 10' x 5' Box Culvert CENTER OF \ I r SECTION 36 xcavo e a e o T-2—N, R-14—W / // Box Culvert NE CORNER W1/2, SE1/4 T\ SECTION 36 � C =�. LOT 1 p / r Optic Gne (typ.) \ \ Future Censt on / / ; LOT 3 U 1 \ CONS 5'DEW ALO OW SR I ON CHE PARKWAY , I / EXISTING-N ` CURB LINE N — 0 20' 3a, Co Phase I. Median Cut \ To Be Closed � At a Future Bate Commencing at a CENTER SECT.36, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS: \ R2944.79' Thence South 87 Degrees 59 Minutes 01 Seconds East, CDN21'5f'13"W along the north line of the NW1/4, SE1/4, said Section 36, 1 LC819.68' 4)k��� distance of 1 feet t \ \ to a FIP PINCH -PIPE and the tree POINT OF BEGINNING, Thence South 01 Degrees 34 Minutes 34 Seconds West, along the east line of the W1/2, SE1/4, 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 547.53 feet to a FIP; I �� Thence South 12 Degrees 36 Minutes 08 Seconds West,a distance of , to a FIP; 46F Thence South 8 86Degre.44 t es58 Minutes 24 Seconds West, Nj6�o0' a distance of 47.85 feet to a FIP; 20 \ Limits Of Thence South Of Degrees 15 Minutes 02 Seconds West, 1 ' Detailed Study a distance of 154.93 feet to a FIP; 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; Thence North 09 Degrees 56 Minutes 17 Seconds West ', `, I 9 '2e'W along said east +tight -of -way line, ` C200.26' a distance of 948.87 feet to a point; Thence North 80 Degrees 03 Minutes 43 Seconds East 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 and continuing along said east right-of-way link, a distance of 4.00 feet to a point; 0a YE " Thence around a curve to the left 10 and continuing along said east right-of-way line, through a central angle of 19 Degrees 55 Minutes 27 Seconds Limits Of Zone AE an arc distance of 1017.07 feet,a radius of 2924.79 feet and 'a Seconds West 1 'l PROPOSED 100 Year Floodwoy chord bearing of North 18 Degrees 46 Minutes 49 ITIONAOL with a distance of 1015.60 feet to a point; 1 12' LANE As Per Firm Community Thence North 60 Degrees 08 Minutes 47 Seconds East, ' No. 050181 0005E and continuing along said east right-of-way Line, Dated Nov. 3, 1993 a distance of 20.00 feet to a point; ' 1 �� CONSTRUCT 5' Thence around a curve to the left along said east right-of-way line, S DE�'ALK ALONG and continuing HENAL RAW ON CHENAL i L 0 T 4 through a central angle o O1 Degrees 46 Minutes 47 Seconds u9 n9 f 9 1 PARKWAY an arc distance of 92.09 feet,a radius of 2964.79 feet and 1 a chord bearing of North 30 Degrees 44 Minutes 36 Seconds West i urith 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; mh Thence South 58 Degrees 21 Minutes 2f Seconds West, and continuing along said east right-of-way line, a distance of 10.00 feet to a point; Thence North 31 Degrees 38 Minutes 39 Seconds West, and continuing along said east right-of-way line, t11 a distance of 80.46 feet to a point; Thence North 66 Degrees 34 Minutes 21 Seconds East, ', a distance of 467.85 feet to a point; t Thence South 87 Degrees 58 Minutes 10 Seconds East, a distance of 1322.99 feet to a point on the east line of the W1/2, NE1/4, said Sec. 36; Thence South 01 Degrees 12 Minutes 25 Seconds West, / , 10' ADDITIONAL ,i /RIGHT-OF-WAY along said east line, a distance of 222.82 feet mh d 1 to the POINT OF BEGINNING; 1 �1 {11 Containing 2953443.09 square feet or 67.80 acres, more or less. 1 „ „ 1 This Project , 7 m a o ' 1 ti a Konis Rood Q „ 00 QL Vicinity Ma Scale: 1" = 2000' 1` 1 I r+erat'22'W 417.aB• CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER r I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE NORTH LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ROCK SUBDMSION RULES AND REGULATIONS TINY KIRK HAVE BEEN COMPLIED WITH. DATE OF EXECUTION - DATE OF EXECUTION JOE D. WHITE D.R. PAGE - REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT NO. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF PRELIMINARY APPROVA: I, TIMOTHY E. DATERS. HEREBY CERTIFY PURSUANT TO THE NORTH 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 REQUIREMENT'S OF THE NORTH LITTLE COMPLETED, THIS DOCUMENT IS HEREBY ROCK SUBDMSION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY i HAVE BEEN COMPLIED WITH, EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. v , DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION NORTH LITTLE ROCK PLANNING �QJ w{(, ENGINEER NO. 5033, ARKANSAS COMMISSION Fi t�•` •�_ .Wv ��►` CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD_, 19 IN PLAT BOOK-- . PAGE —. 'anel 6 k, 198.06' \,• I z LOT 5 4' sidewalk 0 NBT17'20'W 547,53' of 1 Conetruction I Q Y Construct 1 /2 ,--'36' Wide Pavement -18, -30' 100 0 100 300 Sccle 1 = 100�t 0�-08- y� PRELIMINARY PLAT D ARKANSAS SYSTEMS OFFICE PARK PART OF SECTION 36, T --2 -N, R -14 -- W LITTLE ROCK, PULASKI COUNTY, ARKANSAS © '✓V lfllll lA /d-ll A Ll 1GRS & 111AW®1LM 1l !!A-Y9 111 V C QClvlt ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201