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HomeMy WebLinkAboutS-1240-D Map 1ARKANSAS STATE PLANE COORDINATE NORTH ZONE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS - N 137681.26 -- E 1190737.23 - 25 N - 137905.86 - -- E 1190011.21 ----- C1 168so' 6 86.13' - 350 IRI' N 137377.47 E 1190861.87 6 N 137950.78 --- --.-_ E 1190112.48 -._-- - 1 ut � I - 286.18' -- - - - -_ - S4'39'2d 155.03' --- . ' 30000' N 137197.85 E 1190868.65 _ 2 N - 137917.23 --- E - 1190099.24 _ r 1 C3 176.77' 3651'08" 91.39' 282.50' N 136571.26 E -- 1190830.05 ---- 2 N -- - 137540.59 - - --- E 1190272.00 --- - --- - C4 - - 127.56' - 1749'21' 64,05' 570.00' N 136316.21 - E 1190666.49 9 29 N 137316. t 9 E 1190338.61 j !, v5.7o' 19 44'45• 139.Z3' 800.00' N 136280.45 E 1190604.56 30 N 137300.84 E 1190347.11 - - - N 136246.30 _ E -_ 1190595.41 _. _. 31 N 137225.99 E 1190348.48 N 136216.30 E 1190543.45 3 N 13718918 E 1190382.32 - - _._---- - --- - N 136313.75 _. E _--- 1190487.18 3 N 137147.906 E 1190823.72 r - -'' N _ 136417.90 E 1190371.80 34 _ N - __--- 137203.44 - E -- -- 1190828.91 Il \ 100 N 136513.63 E 1190158.26 --_-- O 1' _-_.... 3 N 137354.70 E 1190806.36 N 136581 77 E 1190042.89 __._ ..___- _ --------- _ _-.---. 3 N 137658.48 E 1190681.72 N 136998.52 E 1189489.19 -- I N 136986.98 E 1189405.41 N 137130.72 E 1189494.31 ( 1 N 137056 37 E 1189512.10 N 1 / ° 1 \' {V / R25.00% l% o N 13693092 E 1189678.77 I4 ' �N N 13717461 E 1189862.19 PAGIS MARKER UlJ Q N Q31'38'W � LC36.0 N 137226.14 E 1189874 56 4 N 137258.59 E 1190264 83 0 N_137292.25 E 119027424_ _ _ _ R25.00' N 137310.75 E 1190278.75 _ I I CDN69'22'09"W N 137515.58 E 1190217.46 I I 7 LC35.19' -N 137893.46 E 1190044.14 - - O 1 NORTHEAST CORNER % \ SW-I,/4 NW1!4, SEC. 21. 9 O V 28 II I t^ (t) R770.00' CDN16L'C213.80' fit 21 - \'C 2 x , 1 ,•v y, 0 IOU Sc ole 1" '100 ft PPO .ROOK 1 �Cl 0 . i \ ,r N6T yo �° O Port OF BBC! NlNC O > aCP 4 35 R380.00' ++I'� LC 181.60' R320.00' CDN0828'55"W LC152.93' 31 34 ro o \ s 1. o aj R50.00' 2s• ��' 3 61 S w 1 i/ zI 1 v W I }/ 4 1i / / I 2 7 CDS69 42'41" ' tin° s !>� p S84'39'25" E 0 9• 443. F : 32' CDS13'27'22"E R863.57' -� Q LC76.45' CDN31'44'09"E-��� 16 p A LC169.01' �^�� yp`' SE 1;'4 Nil ; %1 I n, 14 © a' i 1 t J R60.00' CDS82.09'35"W LC84.57' s2, F LEGAL DESCRIPTION PART OF SECTION 21, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: s5�07 Sp \ BEGINNING AT THE SOUTHWEST CORNER OF LOT 22, 1-430 COLONEL GLENN 9�p COMMERCIAL; THENCE S22'18'24'E, 328.36 FT.; THENCE SOUTHEASTERLY \ ALONG THE ARC OF A 380.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD \ BEARING AND DISTANCE OF S0928'55E, 181.60 F<.; THENCE \ S0620'35"W, 629.33 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A �� \ ,o R830.00' CDS16'31'58'E LC234.08' � 7 i R25.00' I 2 CDN13LC1904' CDS28'58'28"E / LC17.55' R50.00' r I CDN15.37'20"E ! LC34.95' 0 R50r00' N8514'52"E gd CDSO1'03'15"E LC74.86' I of I LOT 5 1 0,4 w�ICS in• toE, n, ^ T of I, j (may �l� into i g o z 'O I IV I 1 I I al � 330.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE ti \ 03 0' OF S32'40'14"W, 302.99 FT.; THENCE S59'59'54"W, 71.53 FT.; \ R540.00' „1 THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO \ CDS59.26'33"E I THE LEFT, A CHORD BEARING AND DISTANCE OF S14'59'54"W, 35.36 Ff.; THENCE S59'59.54"W, 60.00 FT.; THENCE N3(Y00'06"W, 112.53 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 252.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N47-55'39"W, 155.43 FT.; THENCE N6551'11"W, 234.01 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 600.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N59'26'33"W, 134.00 FT.; THENCE N53.01'55"W, 693,01 FT.; THENCE WESTERLY ALONG THE ARC OF A 60.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S82'09'35' W. 4i 84.57 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF BOWMAN ROAD; THENCE NORTHEASTERLY ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A 863.57 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N31'44'09"E, 169.01 FT.; THENCE SOUTHEASTERLY DEPARTING SAID EAST RIGHT-OF-WAY LINE, ALONG THE ARC OF A 60.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S13'27'22"E, 76.45 FT.; THENCE S53'OI'55"E,, 280.60 FT.; THENCE N38-58'03"E, 305.01 FT.; THENCE N13'30'11 E, 53.00 FT.; THENCE N85-14'527E, 391.61 Fr - THENCE NORTHEASTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVe TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N15.37'20"E, 34.95 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N13'42'05'E, 19.04 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 770.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N16'39'31"W, 213.80 FT.; THENCE N24'38'21"W, 415.73 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N69'22'09"W, 35.19 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF COLONEL GLENN ROAD; THENCE N66'04'35E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 110.79 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 25,00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S21-31'38"W, 36.07 FT.; THENCE S24'38'21"E, 414.37 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 830.00 FT. RADIUS CURVE TO THE RIGHT. A CHORD BEARING AND DISTANCE OF S16'31'58'E, 234.06 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S2958'28"E, 17.55 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S01'03'15"E, 74.86 FT.; THENCE S4735'09"E, 50.00 FT.; THENCE S84'39'25"E, 443.32 FT.; THENCE N05'20'35"E, 55.79 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 320.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N08'28'55"W, 152.93 FT.; THENCE N2T18'24"W, 328.36 FT. TO A POINT ON THE WEST RIGHT-OF- WAY LINE OF COLONEL GLENN PLAZA DRIVE; THENCE N6741'36"E, 60.00 FT. TO THE POINT OF BEGINNING, CONTAINING 20.5045 ACRES MORE OR LESS. \� LC120.60' � i �i R270.00' 1� R312.50' CDN32.40'14"E J CDS4T42'46"E LC247.90' LC194 60' 3 11 w4o1 R600.00' / CDN59'26'33'W S 77•- \29 \ R25.00' " 7R330.00' LC134.00' k \ CDS74'47 12 E / - CDS32'4014"W \ LC35.49' / o>' LC302.99' 10 CDN4T55 2.50' 30 �g9�9yy LC155r43' O y RIGHT-OF-WAY DEDICATION FROM HCA HEALTH SERVICES OF MIDWEST >?�` v! --NE 11114 S lb' 1; / 6 SScj�9g5 I „ R25.00' CDS14'59'54"W e- u 89b9 op LC35.36' I All e CERTIFICATE OF SURVEYING ACCURACY •» I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS .............. •• PLAT CORRECTLY REPRESENTS A BOUNDARY ;• ..............�d ° SURVEY MADE OR VERIFIED BY ME, ALL T OF ••.,•• �. s'r nR SAS 3 MONUMENTS REQUIRED ACTUALLY EXIST AND ' 1281 t_ ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE onAru ROCK SUBDIVISION RULES AND REGULATIONS 300 °s •'A?r�+' J HAVE BEEN COMPLIED WITH. Jr�N� ..,:,.....• S� L LATE • 2-Zg-02 4w DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS VICINITY MAP W NTS :NN T w�-. CERTIFICATE OF ENGINEERING ACCURACY OA/STATE Gym AR CAN E, N r ,; n c'ts, 1 ., MO5G33 �`�dd" HAVE BEEN COMPLIED WIT I DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER 2.tx>LIE95 FILED FOR RECORD March 2a 20a) IN PLAT BOOK PAGE 3 yx ' .a3YYYYiY •Y, ^Pry, I , , .}-�,,.�s� • C I �,• u, •. ' • ��7.ai1 (.� „ e GENERAL NOTES: nnY1a'''�Y•4 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 CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 6. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. 7. AREA OF LOT 51S 15.3414 ACRES AREA OF R/W DEDICATION IS 5,1631 ACRES 1430 CERTIFICATE OF OWNER WE, THE 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 COLONEL GLENN DEVELOPMENT CO, 11219 FINANCIAL CENTRE PKWAY. SUITE 300 LITTLE ROCK, AR 72211 D.R. PAGE INSTRUMENT N0. I e -Do' C'39 CERTIFICATE IOF OWNER (RIGHT-OF-WAY DEDICATION ONLY AS SHOWN) WE, THE UNDERSIGNED, I OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HERE B`( CERTIFY THAT WE HAVE LAID OFF, 11-1 A. D SUBDIVIDED, AND DO HEREBY A" OFF PLAT, AND SUBDIVIDE SAID REAL --ORDANC WITH THIS PLAT. f 14---- DATE OF EXECUTION HCA HEALTH SERVICES OF MIDWEST, INC. Or,e Park I'I4¢n-AHn:Re41 CrH,+e- N4sh� 11a�T7V 374D3 D.R. PAGE INSTRUMENT NO 98-070442 CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITT�E 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. -3-11- ov 10o. DATE OF EXECUTION LITTLE ROCK PLANNING I COMMISSION PLAT OF LOT 5 COLONEL GLENN COMMERCIAL AND RIGHT- OF- WA Y DEDI CA TION FOR COLONEL GLENN PLAZA DRIVE, COLONEL GLENN CO UR T AND B 0 WMAN PLAZA DRIVE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING PART OF THE SECTION 2 T-1-N, R-13-W PULASKI COUNTY, ARKANSAS, FEBRUARY, 2002 As Signed BY: L� -�-�) ® WM97E-1ID.41717EIIO & A1. OCMT F4 I NC. DATE:- 3 11 1 04 , CIVIL ENGINEERING, LAND PLANNING k DEVELOPMENT. SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 • " `: ,5 S-lado-