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HomeMy WebLinkAboutS-1439-A Map 6CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER rIJ„Y11 I rvV1r NTS Northwest corner N1/2 SWII/4 NW1/4 NE1/4 SECTION 24 Southwest corner N1/2 SW1/4 NW1/4 NEt/4 SECTION 24 21 ARKANSAS STATE PLANE COORDINATES NORTH ZONE J) N 170616.29 E 1176173.30 fnd. MONUMENT iron pin w/cap # 964 N 170614.86 E 1176349.23 fnd. iron pin w/cap 964 3) N 170609.92 E 1176559,26 set 1/2" iron pin w cap # 1281 4) N 170494.44 E 1176556.11 fnd. 1-1 /2" pipe N 170389.91 E 1176554.25 fnd. 1/2" pipe N 170290.03 E 1176550.43 fnd. cotton -spindle 7) N 170294.86 E 1176340.61 fnd. iron pin w/cap # 964 SL N 170296.6,3 L 1 set 1/2" iron pin w/cap # 1281 9) N 170506.55 E 1176172.29 fnd. 1" pipe 34.10' 10' RIGHT-OF-WAY AGREEMENT �NSTR. # 88-27725 Of S89°31'54'E 175.94' WOODALL DRIVE 190 1 VJ.VV y o W 30.00 N Io 0) 0O r 0 ( m o I Z "� M I I.00, 1 I 04i0 1 10' Esmt. L 85.50' PAGIS Marker N # 2090-0319 85.07' o '9 �- N ape 1 I -1 1 a0 N 3 O M rn Oj a m M 130.00' 1 2 60.00' 25.93' g a4y6ry 2 e0 M 20' Bldg. Line p •P7. - N 60.00' ?s. 5 Scale 1" - 30 ft ® (PRIVATE DRIVE) S88°39' 18" E 210.09' 71 to � - 96.36 6y2�•� 79_66' n 10' NO VEHICULAR ACCESS 9 & UTILITY ESMT. 1 S esmt, ��ST.F I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL � ,,,.....,;�jj `'s PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO ,.••'S' "'I3OP'••.-. SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, Ry NSAS MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY r1 ? 1281 Fy ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL `0 �O SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. s"'' i° ROCK SUBDIVISION RULES AND REGULATIONS o JP HAVE BEEN COMPLIED WITH. LASS / DATE OF EXECUTION G� Gateway Investments, Inc. 11 Cameronwood DATE OF EXECUTION PAUL M. WHITE Little Rock, AR 72223 REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS dp if , I N T 1 0ARFOAAS �? R. 0 GQ REGISTERED I'InOVESSIONAL n,�A / ENGINEER �,OTNo.5033�F$o ��r �LE 00 4 / Fyne 00 �' / 1 rn V f / O 25`_Bldg. Line 20' SAN. SEWER ESMT. �^- INSTR. # 96-82865 I111.442p. �J 110. W N 180'32'35" `�. � yam✓ / / 38.56PAGIS Marker / # 2090-0318 > 71•S5. �.I N WILL 0 W COVE W 50.00' M I I N N89.20'07E 234.59' n �U.) 511'55'1d a, � O �• -� O ° 60.04' 10' Esmt. s 40.70' ,b O •- a�? ' P� 7 1 20' Bldg. Line 10 °° 9 I r 44.83' h ''ss•, 0o ba, / 25' Bldg. Line 7 1 8 a' �yb N co a: 178749'55" I 0) Cn " 0) I 0 0 o a`o pal• I r 10' NO VEHICULAR ACCESS UTILITY ESMT. ,y°. 85.00' °s 60.01'0' r 23.96' 36_04_ - _ 98.48'- - - - - -DRAINAGE, - - 0 ea UTILITY &FENCE ESMT. N89 2 1 1 W p- - 10' WATERLINE ESMT. N88`40'51"W----------- 75.36' _`� \® ----------------------------------'---- LUCKY 173.98' LANE_ asphalt drive BOOK 943, PG. 397----------- --------- - 209.88' s '.o \�� �O�r --- -- ___-------------- _ -_-- (PRIVATE _ _ DRIVE) LEGAL DESCRIPTION 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. Z S DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS D.R. PAGE INSTRUMENT NO. 2004061698 2004059632 2004065567 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 CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER��n'Z��L¢(Q FILED FO RECORD 20 0`� IN PLAT BOOK_ PAGE IfArj PAT O'BRIEN, Circuit County Clerk 8 Recorder 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. RADII AT INTERSECTIONS ARE 25.00 FT, 7. ALL SIDEYARD BUILDING SET -BACK LINES ARE 5.0 FT. 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 LITTLE ROCK, ARKANSAS. FIRM COMMUNITY PANEL # 080181 0037 F, OCT. 19, 2001 PLA T OF S6�0131 s,493 e LOTS 1-1 1 PART OF THE W1/2 NW1/4 NE1/4 OF SECTION 24, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A IRON PIN ON THE EAST RIGHT-OF-WAY LINE OF TAYLOR LOOP ROAD BEING 10.00 FT. SOUTH AND 34.10 FT. EAST OF THE NORTHWEST CORNER OF THE N1/2 SWt/4 NW1/4 NE1/4, SAID SECTION 24; THENCE S89'31'54"E, 175.94 FT. TO A FOUND IRON PIN; THENCE 388'39'18"E, 210.09 FT.; THENCE S01'33'46'W, 115.52 FT. TO A FOUND 1-1/2" PIPE; THENCE S01'01'11"W, 104.55 FT. TO A FOUND 1/2" PIPE; THENCE S02'11'167W, 99.95 FT. TO A FOUND COTTON -SPINDLE; THENCE N88'40'51"W, 209.88 FT.; THENCE N89'25'11"W, 173.98 FT. TO A POINT ON THE SAID EAST RIGHT- OF-WAY LINE OF TAYLOR LOOP ROAD; THENCE N01.32'34'E ALONG SAID EAST RIGHT-OF-WAY LINE, 210.00 FT. TO A FOUND 1" PIPE; THENCE N00'31'32"E CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 109.75 FT, TO THE POINT OF BEGINNING, CONTAINING 2.8256 ACRES MORE OR LESS. PAGIS Marker # 090 AZM MK. THE WILL i_l WS AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS AUGUST, 2005 PART OF THE NE1/4 OF SECTION 24 T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS ® VV/l![1[117,DA 1{lIi(aW &/yl2LV0Cff f)fl", 11!V(Ce © CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 05-422P