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HomeMy WebLinkAboutS-1521-A Map 6ARKANSAS STATE PLANE COORDINATES NORTH ZONE MONUMENT N 134842.39 E 1194691.72 FND. COTTON -SPINDLE N 134512.58 E 1194680.31 - FND. COTTON -SPINDLE - N 134513.68 E 119464032 FND. IRON PIN N 134513.82 E 1194635 32 SET 1/Y IRON PIN W/CAP N 134449.34 E 1194474 11 SET 1/2' IRON PIN W/CAP -- - --- N 134375.21 - --- _-- E 1194397 23 SET 1/2" IRONPIN W/CAP N 134327.69 E 1194273.34 SET 1/2" _ IRON PIN W/CAP N 134327.95 E 1194265.82 SET 1/2' IRON PIN W/CAP N 134523.88 E 1194271 23 SET 1/2" IRON PIN W/CAP - N 13453004 E 119404817 SET- 1/2" IRON PIN W/CAP - N 134335.66 -- - - E 119404280 SET 1/2' IRON PIN W/CAP N PI N 134275.72 E 1194040.72 SET 1/Y IRON PIN W/CAP N 134267.73 ----- E 1194271.26 - ------ SET 1 /Y IRON PIN W/CAP N 134332.02 F SET 1/Y IRON PIN W/CAP N 134406.15 E 1194515.76 SET 1/2" IRON PIN W/CAP N 134450.92 E 1194602.70 SET 1IT IRON PIN W/CAP N 134425.47 E 1194632.26 SET 1/Y IRON PIN W/CAP N 134250.42 E 1194626.18 SET 1/2" IRON PIN W/CAP N 134250.25 -_- E 1194631.18 - SET 1 IT IRON PIN W/CAP N 134248.86 E 1194671.15 FND. COTTON -SPINDLE N 133526.99 E 1194646.30- FND. IRON PIN N 134549.08 E 1193358.80 FND. 1/2' REBAR CENTERUNE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS C1 158.96, 4532'2Y 83.95' 200.00' C2 ; 160.37' 4656'34' 84.78' 200.00' - A N88'25'04"W to v 689.63'------- 0 9 NO C) 0 b) o U-) C3 Lo O Ln - 223.15' ----------------- 115' Buffn 50 0 50 R230.00' CDS68' 12'04" W LC173.63' Scale 1" - 50 ft N88'25'04"W 5.00' LOT 1 R25.0�0' CDS49'16'07"E 1.0000 ACRES o ��ro pro �Q LC39.00' �yi is R170.00' N88'00'52"W CDN6745'31"E SD' 8w9. L4" 7.53' © O o��3"� ,� LC97.79' �j oICaT10N s CDS69-00'S1"IN �y�� pLp 5 R P- 9 LC 132.69' ����p�. 11-05 S88'00'52" E 223.15' _ n 74 150 0 - - - - - - ? NE Corner SW1/4 SW7/4 SECTION 22 i i 31 Flo 0IM E I 1 I ® U wl ao I I Ai i I O 17 AI a'+ LLJ �� p W Ibo^ _Na�tt iC,N C) Z W (, 2• Ln 3 �I I J45.0'_ I � I N88'00'5YW ---� 15' ENTERGY ESMT. I 230'68' S Instr. # 2005028589 40' R W R230.00' Instr. # 2005028592 S88'00'52"E R CDN69'00'51 I I County Court Order ,3 E Book 74, P 610 -----_ LC179.52' e ---------- 230.68' p 1 --------------------19 - S88'00'52" E 5.00' I S W I14 S W 114 SECTION 22 T-1-N, R-13- W I I i LEGAL DESCRIPTION °' 1 PART OF THE SW1/4 SW1/4 OF SECTION 22, T-1-N, R-13-W, LITTLE ROCK, zo I N PULASKI COUNTY, ARKANSAS MORE PARTICULALRY DESCRIBED AS FOLLOWS:'^ COMMENCING AT THE NORTHEAST CORNER OF SAID SW1/4 SW1/4, SECTION 22; I THENCE S01'58'57"W ALONG THE EAST LINE OF SAID SW1/4 SW1/4, 330.00 FT.; THENCE z zl N8925'OeW, 40.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SHACKLEFORD ROAD AND THE POINT OF BEGINNING; THENCE N8925'04"W, 5.00 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 230.00 Fr. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S68'12'OeW, 173.63 FT.; THENCE S4602'34 W, 106.80 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 170.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S6700'51"W, 132.69 FT.; THENCE N88'00'52"W, 7.53 FT.; THENCE N01'34'56"E. 196.00 Fr.; THENCE N8925'04 W, 223.15 FT.; THENCE S01'34'56"W, 194.42 FT.; THENCE S01'59'08"W, 60.00 FT.; THENCE S8900'52"E, 230.68 FT.; THENCE NORTHEASTERLY ALONG THE. ARC OF A 230.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N69'00'51"E, 179.52 FT.; THENCE N46'02'34 E, 106.80 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 170.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N62'45'31"E, 97.79 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE S4716'07'E, 39.00 FT.; THENCE S01'59'18"W, 175.15 FT.; THENCE S8800'52"E, 5.00 FT. I TO A POINT ON SAID WEST RIGHT-OF-WAY LINE OF SHACKLEFORD ROAD; THENCE N01'59'1£3 E ALONG SAID WEST RIGHT-OF-WAY LINE, 263.59 FT. TO THE POINT I OF BEGINNING, CONTAINING 84,178 SQ. FT. OR 1.9325 ACRES MORE OR LESS. ©d SE Corner SW1/4 SW1/4 SECTION 22 CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS „ '�ytSrE PLAT CORRECTLY REPRESENTS A BOUNDARY r` ��G,,.......,RLd `•s SURVEY MADE OR VERIFIED BY ME, ALL ,• ST :OF' .., MONUMENTS REQUIRED ACTUALLY EXIST AND SAS : ARE CORRECTLY SHOWN HEREON AND THAT ALL x .1281 SURVEYING REQUIREMENTS OF THE LITTLE 0, s ose >. ROCK SUBDIVISION RULES AND REGULATIONS a Syr` HAVE BEEN COMPLIED WITH. •.. M... °••• i , Ut�NAI LASS ....... DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY 0/'S,---- f AR AIn I, TIMOTHY E. DATERS, HEREBY CERTIFY RF611SWREN THAT THIS PLAT CORRECTLY REPRESENTS A PROFESSIONAL PLAN MADE BY ME, AND THAT THE ENGINEER ENGINEERING REQUIREMENTS OF T LIT E A G,44I ROCK SUBDIVISION RULES A GU I 'dip No 5033 ��':P HAVE BEEN COMPLIED WI Tye E,.: 9'1 D DA OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING .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. / D DAT OF EXECUTION CHUCK FISER 42 RIVER RIDGE ROAD LITTLE ROCK, AR 72227 INSTRUMENT NO. 2.006*014139 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 AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION THIS DOCUMENT, NUMBER a0070309a0,FILED FOR RECORD -L 10 , 200-7 IN PLAT BOOK Z PAGE ©24 MT O'BRIEN, Circuit County Cleo = C/3 '�7COUNTY, P�,�•''. GENERAL NOTES: ""'....... 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN = _ _ = ARE TO BE USED FOR SIDEWALKS, DRAINAGE AND UTILITIES. 3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 4. ERROR OF CLOSURE: EXCEEDS 1:50,000 5. 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. PLAT OF LOT 1 A SHACKLEFORD RIDGE ROAD RIGHT-OF-WAY DEDICATION SHACKLEFORD RIDGE AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS JANUARY, 2007 W, I iJ1.1 BY: • CPAL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING 24 RAHLIIG CIRCLE LITTLE ROCK, ARKANSAS 72223 Je4 Wa 07-028P