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S-1344-E Map 6
1 I VICINNTS MAP o J Im ARKANSAS STATE HWY. / 10 U RAfJCH DR. II aq e`J° I x 0 0 CIIENAL PARKWAY v 2 czi F Z THIS z x o PLAT I I o m 56 PLAT 8K. G, PG. 837 ARKANSAS STATE PLANE COORDINATES N (NORTH 170497.67 ZONE) E 1175480.50 > N 170083.57 E 1175469.40 j N 170168.28 E 1175279.80 N 170177.81 E 1175281.96 j N 170227.79 E 1175283.32 j N 170231.04 E 1175163.36 N 170530.93 E 1175171.49 3 N 170527.68 E 1175291.45 N 170502.82 E 1175290.77 MONTAGNE COURT PHASE 2 O S88'26'51 E 120.00' ® 6, 00 9p, 120.00_ 00, 9000 o - N ui I Op 00 O <n I 55 J m 2D 00' 15.00' ° In 9 120.00' N. 00o• 9o, I I I 00 I �10.0' 0 i 54 10 6 O COMMON ACCESS, DRAINAGE o I 22.50' & UTILITY ESMT. L—120.00'— '-Obo, 90, 00 I— — O O 9 w O 0 0 53 I o W I I 0 I o J L 9 M —120.0000. Z O M 90 O O• o E--4 I rn z Zo 0 �Q 52 0 O I O 0 90 00 120.00' 0o. PAGIS Marker # 2054-0241 90, 00, 15.00' O O LID DO 9� c J I10.0 51 m a o I LOo 120.00' , 9000. N88.26'51"W 0 120.00' 00 �O O L18.67' Z -22'11'24" T9.46' R47.50' ® �\ R25.00' - CDN12*48'52"E 03 LC9.76' 4s, 12 PLAT BK. G, PG, 837 S88.26'51"E 189.80' 9, 1 144.80' °Io. I 10.01 v 13 (fl J (0 Ica a+ ca � w o a 144.81' 90. 00• 20.00' 0 I 0 14 O of 0 — —144.83' L� O 0 I 15 O 90, 00• 0 0I0 20.00' 90,00• b J O :2 O m 0 b LD N 10.0' 90 i� 0p. N 191' 16'40" N 101'14'S5 144.85' 16 144.87' 17 N6S SS 762 6 26„N, 6' 20: 30 0 30 Scale 1" = 30 ft m ••''�C,lSTEP, � •• A;iKh.'1SAS '• NU. i2SI �K ,M... vv ,.• c3 •••. �•... �1L LAB .•••. /Jr SY f, T E '0 ARK NSAS L. REGISTERED PROFESSIONAL � ENGINEER No.5033 'Pt� E/r 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. 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 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 RTIFICATE 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 BY JIM D. SWINK 5011 S. KATILLUS RD- LITTLE ROCK, AR 72223 DATE OF EXECUTION D. JUNE SWINK INSTRUMENT NO. BOOK 1150, PAGE 249 CERTIFICATE OF FINAL APPROVA 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. (D COMMISSION OF EXECUTION LITTLE ROCK PLANNING 00�10o COMMISSION 30, 00' O CERTIFICATE OF RECORDING 8959 00.. THIS DOCUMENT, NUMBER FILED FOR RECORD 20 IN PLAT BOOK PAGE 0 0 MONTAGNE COURT, PHASE 3 GENERAL NOTES:_ 69. S9o0•, PART OF TRACT "A' OF WILDWOOD SUBDIVISION, PULASKI COUNTY, ARKANSAS AND PART OF THE W1/2 NE1/4 NW1/4 OF SECTION 24, T-2-N, R-14-W, LITTLE 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: 2. ALL EASEMENTS SHOWN = = = ARE TO BE USED BEGINNING AT THE SOUTHEAST CORNER OF LOT 12, MONTAGNE COURT, PHASE FOR DRAINAGE AND/OR UTILITIES. 2, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING 3. LOTS WITH ROUNDED CORNERS ARE ON THE EAST LINE OF SAID W 1 /2 NE1 /4 NW1 /4, SECTION 24; MEASURED TO A POINT OF INTERSECTION 6 THENCE S01.32'09"W ALONG SAID EAST LINE, 414.26 FT.; THENCE OF LOT LINES AND NOT POINTS ON A N6555'26"W, 207.66 FT.; THENCE NORTHERLY ALONG THE ARC OF CURVE. A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N12'48'52"E, 9.76 FT.; THENCE N01.33'09"E, 4, DISTANCES SHOWN ALONG CURVES ARE 50.00 FT.; THENCE N88'26'51"W, 120.00 FT.; THENCE N01.33'09"E, CHORD DISTANCES. e9's90 300.00 FT. TO THE SOUTHWEST CORNER OF LOT 56, SAID MONTAGNE 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 o COURT, PHASE 2; THENCE S88'26'51"E ALONG THE SOUTH LINE OF W SAID LOT 56, 120.00 FT. TO THE SOUTHEAST CORNER THEREOF; THENCE z N S01.33'09"W ALONG THE WEST RIGHT-OF-WAY LINE OF MONTAGNE `t COURT, 24.86 FT. TO A POINT ON THE WESTERLY EXTENSION OF THE NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD SOUTH LINE OF SAID LOT 12; THENCE S88'26'51" E ALONG SAID BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD V EXTENDED LINE, 189.80 FT. TO THE POINT OF BEGINNING, CONTAINING INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. 0 107,177 SO. FT. OR 2.4604 ACRES MORE OR LESS. a z o 0 0) O U M PLAT OF 9do1�° o LOTS 13 —18 & 51— 55 O 895900, MONTAIGNE COURT 30.00' N O `z 0 2 l" 0v-/ PHASE 3 AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS BEING A REPLAT OF PART OF TRACT A, WILDWOOD SUBDIVISION, PULASKI COUNTY, ARKANSAS JANUARY, 2005 © DAFEES & Ai, OCMI ,7C= ff4C- CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITRE ROCK, ARKANSAS 72223 6�� C'c �V Job No. 05-053P m