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HomeMy WebLinkAboutS-1073-D Map 450 0 50 150 PROPOSED PAGIS MARKER N 156466.23 E 1176342.89I\ Mry a A) =N y PROPOSED CDN29'35'42"E PAGIS MARKER A ho LC44.47' R220.00' N 156.171-43 N890343"E (E 1176212.90 ,t 10.00, \ v CDN52'49'D7"E o LC 107.53' " N 156168.89 R217.00' \ c� E 1175956.42 30, 10' ADDITIONAL R/W DEDICATION CDN7703'10"E 30. V' LC59.63' N 156132.76 j �% R214.00' \ E 1176190.94 „a+ N 196 CDS54'26'23"E / E 117517599.4.47 LC81.32' a58 p0' Z / r F.,arLa � N 0 1 N 1559: E 1175Z 1 1 1 1 4�•E 156067.78 �1p 0 E 1176105.27 N Ib649 4U N i5f047 1♦ E 11748.54 F 1661 � N 155984.39 �6059.92 \� N 155981.78 L 1176045.04 N 155931.73 E 1175994,96 N8T31'22"W 7.20' CDS45'01'00"W LC70.80' R58.00_- - S6912'19"E 60.00, N 156442.02 E 1176397.79 60, \ _ _ Lot 8 Arkansas Systems Office Park Legal Description Part of the SWt/4 SEt/4. Section 36, T-2-N, R-14-W, Pulaski C Arkansas, commencing at the center of said Section 36; thence S87'59'01"E along the north line of the NW1 4, SE1/4, 1343.21 It to the northeast comer of said NW1/4 SE1/4; thence SO1'34'34"W along the east line of the WI/2, SE1/4, a distance of 1840.24 ft. thence N87*77'20"W, 352.45 ft. to the point of beginning; thence N8717'20"W, 195.08 ft.. thence N76'09'13"W; 174.48 ft.; thence S2,747'41"W, 132.30 It.; thence south westerly along the arc of a 280.00 ft. radius curve to the right o chord beonng and distant of S51'55'42"W, 264.06 ft.; thence S80'03'43"W, 15.11 ft.; thence southwesterly along the arc of a 58.00 ft. radius curve to the left a chord bearing and distance of S45701'00"W, 70,80 ft- thence N87*31'22"W, 7.20 ftto a point on the east right-of-way line of Chenal Parkway thence N09'56'17"W along said east right- of-way line, 238.70 ft., thence N80TD3'43"E, 10.00 ft.; thence SOT56'17"E, 75.59 ft.; thence southeasterly along the arc of a 58.00 ft. radius curve to the left a chord bearing and distance of S54'26'23"E. 8132 ft thence NB(Y03'43"E, 13,11 ft, thence northeasterly along the orc of a 214.00 ft. radius curve to the left a chord bearing and distance of N7703'1t7'E, 59.63 N.; thence norMwsterfy, along the arc of a 217.00 ft. radius curve to the left a chord bearing and distance of N5749'07'E, 107.53 ft : thence northeasterly along the arc of a 220.00 ft radius curve to the left a chord bearing and distance of N2935'47'E, 44.47 ft., thence N23'47'41'E, 322,18 ft.; thence Sil TE. 60.00 fL; thence S8721'30"E, 297.71 ft., thence S0738'30"1N, 211.24 ft. to the pant of beginning containing 111,303 sq. ft. or 2,5552 acres more or less. CENTER SECTION 36 T-2-N, R-14-W PULASKI COUNTY. ARKANSAS S87'21'30"E 297.71 -10' EASEMENT _ 146. - N 156428.30 - - - _ _ -\ E 1176695,18 I O ['J LOT V I 3 I� Z Wap o M Io 0 N W 174.48 �- 15' EASEMENT - -- - _ - 28 N 15626828 N 156217 E 1176321.18 E 1176685 44N8T17'20"W 195.08' N 156226.52 E 1176490.59 P.O.B. N87*17'20"W 352.45' CERTIFICATE OF SURVEYING A . - (RACY I, PAUL M- WHITE. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR No. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A -PLAN MADE BY ME, AND THAT THE ENGOAEER" REQIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPUFI':- WITH. CERTIFICATE OF OWNER WE, 1HE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION ADDRESS D.R. PAGE INSTRUMENT NO. - ------- CERTIFICATE QF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS - REGISTERED PROFESSIONAL DATE OF EXECUTION ENGINEER NO. 5033, ARKANSAS 1343 21' CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ,FILED FOR RECORD , 19 IN PLAT BOOK PAGE - LITTLE ROCK PLANNING COMMISSION GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN - = = - ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3 LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A v CURVE 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES 3 5. ERROR OF CLOSURE. 1:170,200 `v M M Q C/-�S�r��i�71 ��✓i��vc�LlS / �ci'/z�C�/ -[N 17626 Little Rock Wastewater T! E `176267.8 0 221 East Capitol Little Rock, Arkansas 72.' 501/376-2903 NO SEWER SERVICE AVAILASL.t /SiOV7 `C�GV AT THIS TIME PLAT OF Q26 /(//�/�� Date: / ARKLA T 8 EASEMENT APPROVED EASEMENT REQUIRED ®AYE $2 i7pBY NSA ►�J IRK nn C SYSTEMS OFFICE ]DARK COS51'55' 42" W LC264.06' R28000 AN ADDITION TO THE CITY OF I LITTLE ROCK LITTLE ROCK, ARKANSAS MUNICIPAL Vw,"ATER WORKS \ 0IN lr'.0k '"PLANS APPROVED--1 EASEMENT APPROVED E6sefr^M, EASEMENT REQUIRED - DATE - lisle 3 By ©17t1 LiZL111171,J�IiL�1L I.C/iiQ6i� C0.�% i'S1Ait6i�®`L ll.�tl 2i <id6Yy ILd VILro CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 722.01 Job No. 97-0088