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HomeMy WebLinkAboutS-1240-D Map 6ARKANSAS STATE PLANE COORDINATE NORTH ZONE N 137681.26 E 1190737.23 137905.86 E 11-9 N 137377.47 E 1190861.87 137950.78 E 119 N 137197.85 E 1190888.65 137917.23 E 119 N 136571.26 E 1190830.05 137540.59 E 119 N 136316.21 E 1190666.49 137376.79 E 119 N 136280.45 E 1190604.56137300.84 E 119 N 136246.30 E 1190595.41 [1N 137225 99 E 119 N 136216.30 E 1190543.45 137189 18 E 119 N 136313.75 E 1190487.18 137147.90 E 119 N 136417.90 E 1190371.80 137203.44 E 119 N 136513.63 E 1190158.26 137354.70 E 119,N 136581.77 E 1190042.89 137658.48 E 119 N 136998.52 E 1189489199 189489.19 - N 136986.98 E 1189405.41 N N 137130.72 137056.37 E E 1189494.31 1189512.10 N 136930.92 E 1189678.77 N 137174.61 E 1189862.19 PAGIS MAR4 # 2056 N 137226.14 E 1169874.56 N 137258 59 E 1190264 83 CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS 011.21 11248 C1 16890' 2738'58' 86.13_ 35000 ,-•"� _ - 099.24 C2 28618' 54.39'20' 155.03 300 00' i r _ _ -- - _ 272.00 -- - C3 176.77' 35'51'D8" 91.39' 282�50' / r 272.61 C4 127.56' 1749'21" 64.05' 570.00' " I J ✓ _ i 347.11 C5 275.70' 19'44'4,T 139.23' 800.00• 348.48 382.32 ' 823.72 828.91 806.36 681.72 ON 26 � \\`\ R25.00' NE1/4 NbY1/4 c .R / Lp / N6 �9 CDS21'31'38"W rn i 25 �1�'\ © LC36.07' / r 24 N 137292.25 E 1190274.24 R25.00' 10 ° N 137310.75 E 1190278.75 ( ~ J / / CDN69'22'09"W 5 N 137515.58 E 1190217.46 % LC309"W N 137893.46 E 1190044.14 j \ 1 J, NORTHEA..T CORNER �, SW1 /q. 1,JW1; 4, SEC. 21 O I 1 100 II I 22 PLAT BOOK F, PAGE 903 0 100 Scale 1" = 100 ft NW114 NE114 OPOINT OF BEGIAjNJNO 20 Ln 0 O r o 01 8 N w, J R830.00' CON 16`39'31"W `Go c9 I I' \ I I I LC213.80' CDS1631'58"E 6 �= \ LC234.08' `r I 1� 7� I / � R25.00' 121 9 CDN13'42'05'E R25.00' LC 19.04' 1 / LCDS7 55' 28 E \ 35 R380 I / ` �l 19 I �� CDS08 2 '28'55"E / 2©I 29 LC181.60' / r R50.00' I % CDN15'3T20"E 21 Q LC 34.95' ©D 30 R50.00' R320.00'- /;// N85-14'52'E yo CDS01'03'15"E CDN0828'55"W I - n s 391.61' 3t LC74.86' LC 152.93' 0 � /; / ` ^� M R50.00' 25' � _ SR2• 32 6) ' Q SW 1 /4 Nfr1 4/ / / va CDS68'42'41"E &a9- Lne SO �S. S84'39'25"E n r / / I 18 LC89.78' 00, 0,9+ u� I 443.32' R60.00' 24 CDS13-27'22"E R863.57' i is LC76.45' �^� �' w CDN31'44'09"E ` I 4 Lclss.ol' SE 114 N W 1 /4 41�� 13 S W I14 NE 114 i7 M I� R60.00' \ \ ? L 0 T 5 "-I w CDS82'09'35'W `Oa' g LC84.57' �j ,\ \ °'s - w 01 CN9 in SS�O �lssaNN LEGAL DESCRIPTION �`�/jkvs �O \ \ o PART OF SECTION 21, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS, MORE ti C.) %cS PARTICULARLY DESCRIBED AS: s�• SOOB\ o I BEGINNING AT THE SOUTHWEST CORNER OF LOT 22, 1-430 COLONEL GLENN 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 \ <I BEARING AND DISTANCE OF S08'28'55"E, 181.60 Fr.; THENCE \ S05'20'357W, 629.33 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A \ o 330.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE / N. OF S32'40'147W, 302.99 FT.; THENCE S59'59'54"W, 71.53 FT.; \ R540.00' m THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO \ CDS5T)6'33"E THE LEFT, A CHORD BEARING AND DISTANCE OF S14'59'547W, 35.36 Fr.; THENCE S59'59'54"W, 60.00 Fr.; THENCE N30'00'06"W, 112.53 Fr.: THENCE NORTHWESTERLY ALONG THE ARC OF A 252.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N4755'39"W, 155.43 FT.; THENCE N65751'11"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 Fr.; 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 S8709'35'W, 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 Fr. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S13'27'22"E, 76.45 FT.; THENCE S53'01'S5"E,o 280.60 FT.; THENCE N38'58'03"E, 305.01 FT.; THENCE N13'30'11 E, 53.00 FT.; THENCE N85'14'52"E, 391.61 Fr.; THENCE NORTHEASTERLY ALONG THE ARC OF A 50.00 Fr. 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 N1639'31"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 N66'04'35"E 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, 234.08 Fr.; 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 Fr.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 50.00 Fr. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF SO1'03'15"E, 74.86 FT.; THENCE S4735'09"E, 50.00 FT.; THENCE S84'39'25"E, 4-43.32 Fr.; THENCE N05'20'35"E, 55.79 Fr.; THENCE NORTHWESTERLY ALONG THE ARC OF A 320.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N08'28'S5"W, 152.93 FT.; THENCE N22'18'24'W, 328.36 FT. TO A POINT ON THE WEST RIGHT-OF- WAY LINE OF COLONEL GLENN PLAZA DRIVE; THENCE N6741'36E, 60.00 FT. TO THE POINT OF BEGINNING, CONTAINING 20.5045 ACRES MORE OR LESS. Q� LC120.60' I I I I R270.00' 133 R312.50' CDN3740'14"E / CDS47'42'46"E LC247.90' Cj �sys� 23q >>'F LC194.60 / 17 \w OI• � R60000' 6S 01 `29 / 2 N 6' CDN59'26.'33"W 2357'17 O R25.00' 4 W \ CDS74'47'12"E R330.00' LC134.00' 7' LC35.49' ry , �� CDS32'40'14'W LC302.99' R252.50' � 30 5'`�95•y 0 /� I CDN4755'39"W 1N- LC155.43' 31 Sn�- 5 O RIGHT -OF -DEDICATION FROM y�o ,N�o� 66h5�9�9yy� HCA HEALTH SERVICES OF MIDWEST ? 0 7 R25.00' s� 6' CDS14'59'54'W TENTNR R 1 F3E SECTION 21 LC35.36' NE 114 S W 114 CERTIFICATE OF SURVEYING ACCURACY 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 300 HAVE BEEN COMPLIED WITH. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS Umbf-If1 COL GLENN LAWSON THIS PLAT 0 ro d- I DAVID 0. DODD VICINITY MAP NTS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD 120 PAGE Q) Dt�rE_ eY FILED FOR , IN PLAT BOOK 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 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 5 IS 15.3414 ACRES AREA OF R/W DEDICATION IS 5.1631 ACRES Little Rock Wastewater Utility Capitol ock, .Arkansas 72202 e 2903 NO SEWER SERVICE AVAILABLE AT By THI�S�TI7 Date: ,� _ f'x - 0 1- LITTLE ROCK PLANNING COMMISSION RTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBEC 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 T'11S PLAT. UA IE OF LXLCU IION COLONEL GLENN DEVELOPMENT CO. 11219 FINANCIAL CENTRE PKWAY. SUITE 300 LITTLE FOCK, AR 72211 D.R. PAGE INSTRUMENT NO CERTIFICATE OF OWNER (RIGHT-OF-WAY DEDICATION ON _Y AS SHOWN) WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBEC 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 TFIS PLAT. DATE OF EXECUTION HCA HEALTH SERVICES OF MIDWEST, INC. D.R. PAGE INSTRUMENT NO 98-070442 CERTIFICATE OF 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 AUTHORI-Y OF SAID RULES AND REGULATIONS. DATE OF EXECUTION PLAT OF I4 3 0 - COLONEL GLENN COMAf-ER CIAL AND RIGHT- F - WAY DEDICATION FOR COLONEL GLENN PLAZA DRIVE, COLONEL GLENN COURT AND B 0 WMAN PLAZA DRIVE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING PART OF THE SECTION 21 T-1-N, R-13-W r PULASKI COUNTY, ARKANSAS I 1, FEBRUARY, 2002 (� © WMT7,DATEES der .9MOCIL41=9 INC. 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223