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HomeMy WebLinkAboutS-1240-D Map 2ARKANSAS STATE PLANE COORDINATE NORTH ZONE CURVE DATA _._..-------- - - CURVE LENGTH DELTA TANGENT RADIUS N 137681.26 E 1190737.23 137905.86 E 1190011.21 I N 137377.47 E 1190861.87 - 137950.78 1379 -� E ---_-.----- 1190112.48 CI ��-- 168.90 2T38'S8' 86.13' 350.00' ---- -- " _ --- C2 ! 286.18' 54'39'20' 155.03' 3DO.00' N 137197.85 E 1190888.65 17.23 137917.23 E 1190099 24N C3 1 3551'OB" 91 39' 282.50' 136571.26 E 1190830.05 137540.59 E 1190272.00 - - N 136316.21 E 1190666.49 E ------ 1190338.61 C4 127.56' 12'49'21' 64 05 570.00'137316.19 ---05 i 275.70' 1544'45' 139.23; 800.00' E 1190604.56 137300.84 E 1190347.11 N 136246.30 E 1190595.41 r311I 137225.99 E 1190348.48N :136280.45 136216.30 E 45N 1190543.45 137189.18 E 1190382 32 136313.75 E 1190487.18 137147.90 E --- 113 72 j �• %N 136417.90 E 1190371.80 137203.44 E 1190828 91100 N 136513.63 E 1190158.26 137354.70 E 1190806.36N 136581.77 E 1190042.89 137658.48 E 114068L72N 136998.52 E 1189489.19 N 136986.98 E 1189405.41 q n11 G } % " N 137130.72 E 1189494.31 - 26 -. n \ N 137056.37 E 1189512.10 NI±, 1 / / 4 Al fI' 1 PLAT HOOK 1, 1>> I't 410 ! N 136930.92 E 1189678.77 660a 9 .. - R25.00 m \\ N 137174.61 E_ 1189862.19 A2056 MARKER r (J�� 25 N '\' LC36.07, 38 W N 137226.14 E 1189874.56 -- 1 4 9 r a\ N 137258.59 E 1190264.83 \ p N 137292.25 E 1190274.24 -_ ` . - R25.00' 1 i� y' N 137310.75 E 1190278.75 I ICDN69'22'09"W N 137515.58 E 1190217.46 I I -. %' \ J LC35.19' c N 137893.4E E 1190044.14 Y NORTHEAST CORNER SW1;'4 NW1,• 4, 21 SEC. c 9 tt POW OF B801 N1HC .- --t-.._-- '�� 20 N �C. J, '1 \V3 a I II f I 1 o A a28 a� I III i I R770.00' CDN16'39'31"W I ' i J LC213.80' CDS116*31'58"E ---' LC234.08' 19 i 1 R25.00' I I CDN1 S42'05' E R25.00' �. 0 100 Scale 1" 100 ft I 7 LC19.04 CDS28'58'28 E 35 R380.00' II LC !(�/ /.y '1 .�� CD508'28'55'F 2Q , 20j LC 181.60' R50.00' CDN15'37'20"E 1 30 ! f LC34.95' ©0 R50.00' R320.00' ya CDSO1'03'15"E CDNO8'28'55"W N85'14'52"E j '1s LC74.86' LC152.93' 391.61' \ 31 3a I /` r I / / I vMi COS68 CBo.�Trn. O?O3 I S84'39'25"E 50. S l� 1 A 1 li 4o. ,�. 443.32' Q R60.00' CDS13'27'22"E R863.57' I 16 LC76.45' 0 ^� I I CDN31'44'09"E -----�:� �,� Lclss.or ;', �^�� kph ,S"E 1 /'4 1V If I �'4 I !ILv I/i14 i 1 �\ R60.00' �p © \ CDS82'09'35"W I \\as ^.� LC84.57' ,p S70 �'9 7•n s2. F LEGAL DESCRIPTION PART OF SECTION 21, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: 6' 9SS07 BEGINNING AT THE SOUTHWEST CORNER OF LOT 22, 1-430 COLONEL GLENN �0 1 \ 9 COMMERCIAL; THENCE S2718'24"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 S0928'55"E, 181.60 FT.; THENCE S0620'35"W, 629.33 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 330.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE 27 OF S374014"W, 302.99 FT.; THENCE S5W59'54"W, 71.53 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S14'59'54"W, 35.36 FT.; THENCE S5959'54"W, 60.00 FT.; THENCE N30'00'O6"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 N4755'39"W, 155.43 FT.; THENCE N65'51'11"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 N5926'33"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 S8709'35"W, 84.57 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF BOWMAN ROAD; THENCE NORTHEASTERLY ALONG SAD 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 S1327'22"E, 76.45 FT.; THENCE S53'01'55"E,� 280.60 FT.; THENCE N38'58'03"E, 305.01 FT.; THENCE N1330'11 E, 53.00 FT.; THENCE N85'14'52E, 391.61 FT - 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 rn 4 LOT 5 I "'~a Lo w 3 �i w ! ''T 06 I j n31 trj �'N Cn � N' I o <O zo z 'O I IU I I \ I I \ I \ 3 I� \ \ R540.00' �I 1 j� \Q� \ LC120.60'33'E � Zs R270.00' �4y R312.50' CDN32'40' 14' E / f Nss. S2S57,,\�\ CDS4LC49460' LC247.90' / ' 0 R600.00' R25.00' CDN59'26'3S W G 47 71 7 © \ CDS74'4T12"E �/ �} __- R330.00' LC 134.00' LC35.49' LCD302.99' 14" W DISTANCE OF N13*42'06 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 N66'04'35E 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 516'31'58"E, 234.08 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S2658'28"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 SO1'03'15"E, 74.86 FT.; THENCE S4235'09"E, 50.00 FT.; THENCE S84'39'25"E, 443.32 FT.; THENCE N05720'35"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 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. R252.50' CDN47'55'39"W LC155.43' O 9 2� RIGHT-OF-WAY DEDICATION FROM a HCA HEALTH SERVICES OF MI WEST NE j4 SW11,/ I wghg, 6 I - 7 R25.00' f CDS14'59'54'W 89�9 Op LC35.36' Li AA'(;4 I AV '" ST 10Y9;1........RFd 0 SKINA U 300 VICINITY MAP W NIS :NN T ,1y1ATT C, V 41�1Ki�;a�v!i'&��rAwa � �:llil�•Y1iL':C w w w h v Q) 63 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 HAVE BEEN COMPLIED WITH. 2-2g-010 p4wo DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY TrA _ CI RR C._ r�L L ...L HAVE BEEN COMPLIED WIT DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER 2o021)-Uq5 FILED FOR RECORD March 20 2002- IN PLAT BOOK PAGE 3 „•aiYiYY W 1�jMT�'��,y, ��/��(��L��/�NyF�I/�jJ'y��/ r y 2 GENERAL NU -ES: 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 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 NO. % -C)o I o39 CERTIFICATE OF OWNER (RIGHT-OF-WAY DEDICATION ONLY AS SHOWN) WE, THE UNDERSIGNED, I OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, '�LA,7EE, AND SUBDIVIDED, AND DO HEREBY f OFF, PLAT, AND SUBDIVIDE SAID REAL .77 �'--ORDA.NC WITH THIS PLAT. 2% Z 7% 0 -- i- >r.'-----.. DATE OF EXECUTION HCA HEALTH SERVICES OF MIDWEST, INC. One Park rl4 zq-Alto >Ze.1 Cs+t- Na�h� lla�T7V 37Ln3 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- oz_ o DATE OF EXECUTION LITTLE ROCK PLANNING I COMMISSION PLA T OF LOT 5 I4 3 0 - COLONEL GLENN COMMERCIAL AND RIGHT-OF-WAY DEDI CA TIONI FOR COLONEL GLENN PLAZA DRIVE, COLONEL GLENN COURT AND BOWMAN PLAZA DRIVE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING PART OF THE SECTION 2 T-1-N, R-13-W PULASKI COUNTY, ARKANSAS HH'ifily LIM FEBRUARY, 2002 s Signed BY: �> ® rDAl Z7E" d& A390CllATP= H 4(a DATE: 19 I D L CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223