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HomeMy WebLinkAboutS-1344-E Map 2�I I ICI VICINITY MAP NTS J m I " ARKANSAS STATE HWY. # 10 x a4 RANCH DR. i 9vy� o I' CHENAL PARKWAY =� oo z 2 o y z ai THIS = 0 o 0 PLAT I ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) N 170497.67 E 1175480.50 N 170083.57 E 1175469.40 N 170168.28 E 1175279,80 N 170177.81 E 1175281.96 N 170227.79 E 1175283.32 N 170231.04 E 1175163.36 _ N 170530.93 E 1175171.49 S N 170527.68 E 1175291.45 1 N 170502.82 E 1175290.77 NIONTAG E COURrf PHASE 2 56 PLAT BK. G, PG. 837 S88'26'51"E 3: 120.00' ® 12 7 o' 00 120.00' j PLA7 1:1K. G, PG. 8Z7 00 - N o o O N S88'26'51"E 189.80' I 0 55 0 O 45100' 9, 144.80' i °O. 15.00, 0 20 00' m i 10.0 F� 120.00' o N o°o. 0 4 13 9a00 I O J -•-� 10.0' -- F a 0° w o N 0 o 144.81 ' LID 0 54 o I o I 90. 00, COMMON ACCESS, DRAINAGE o 250' 20.00' & UTILITY ESMT. I I _2 _ I � 22.50• 00 I 14 —120.00'— 00, 9° 00, I o 0 0 ui 00 o I 53 I = L_ —144.83' . o Ld 00 M o —120.00' — 0 1--l000.Z 90. °o. M s zz L, z I� I 0 52 O 0 O 0 �y o o IO o 2000' rQZ�0- 120.00' 00. 00, 15.00' 0 0 O I Op PAGIS Marker # 2054-0241 O o I 15 CO 144.85' 20,00' 1 c 10.0' 51 a 0 1 0 I 144.87' m o 9a N O I N � 120.00' 900o, O I 0 0 a m b N 17 O N88'26'51"W120.00' O.OL M o W 144.88' O I �90. 0' O -z2 L18.67' 31'24° Z T9.46' R47.50' N R25.00' -- 19716'40•, CDN12*48'52"E M' LC9.76' 4Sa00. v ' 18 N 101.14'55 N6S SS 762.E 2p, 26„ W 6, .66, 30 0 30 90 Scale 1" = 30 ft i O pp1 p0 9 30.00' Q I I 895900.. O 0 O o 89S9p04 J I O 0 (99s9 00.. I z z a ~ o N c1- V W L0 0 U � Q j � o 0) 0 O M Op O 9dON' 0 o 0 e9S900.. I 30.00' sa O • •• AT" 01� , Aznn>As NU. i'2a1 ti r 1' s:cmucw a rv�AL LA��S� A ARrNNSAS N 1� REG'MERED Pi►fIIEESSIONAL d ENGINEER i t w C7 .�• No.5033 t� �OTA/V E MONTAGNE COURT, PHASE 3 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 ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 12, MONTAGNE COURT, PHASE 2, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE EAST LINE OF SAID W1/2 NE1/4 NW1/4, SECTION 24; THENCE S01'32'09"W ALONG SAID EAST LINE, 414.26 FT.; THENCE N65'55'26"W, 207.66 FT.; THENCE NORTHERLY ALONG THE ARC OF 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, 50.00 FT.; THENCE N88'26'51"W, 120.00 FT.; THENCE N01'33'09"E, 300.00 FT. TO THE SOUTHWEST CORNER OF LOT 56, SAID MONTAGNE COURT, PHASE 2; THENCE S88'26'51" E ALONG THE SOUTH LINE OF SAID LOT 56, 120.00 FT. TO THE SOUTHEAST CORNER THEREOF; THENCE S01'33'09"W ALONG THE WEST RIGHT-OF-WAY LINE OF MONTAGNE COURT, 24.86 FT. TO A POINT ON THE WESTERLY EXTENSION OF THE SOUTH LINE OF SAID LOT 12; THENCE S88'26'51"E ALONG SAID EXTENDED LINE, 189.80 FT. TO THE POINT OF BEGINNING, CONTAINING 107,177 SO. FT. OR 2.4604 ACRES MORE OR LESS. 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 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 BY JIM D. SWINK 5011 S. KATILLUS RD. LITTLE ROCK, AR 72223 DATE OF EXECUTION D. JUNE SWINK INSTRUMENT NO. BOOK 1150, PAGE 249 RTIFICATE 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD , 20 PAGE ,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 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 D� LOTS 13-18 & 51-55 MONTAGNECOURT a 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 © ✓V Jt{1/l f! llY�l{l�fY !! lGIL.LY mS Lf1�Y�Y4Y�L�[L11 L t[6Yy LlvLLro ja CIVIL ENGINEERING, LAND PUNNING do DEVELOPMENT, SURVEYING Q 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 05-053P