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HomeMy WebLinkAboutS-1439-A Map 30 U i'- ARA%1N a S7Arc Nam' / lO a Q u THIS PLA W o gi r Ni/ySON rA1zOR LaaP z a� VICINITY MAP NTS Northwest corner N1/2 SWI/4 NW1/4 NE1/4 SECTION 24 Southwest corner N1/2 SW1/4 NW1/4 NE1/4 SECTION 24 30 0 30 Scale 1" = 30 ft 10' RIGHT-OF-WAY AGREEMENT �NSTR. # 88-27725 © S89°31 '54" E 175.94' WOODALL DRIVE ® (PRivArE �Rrc) .10 S8639' 18" E 210.09' 3a85.00' d so 60.00' d 25.93' 34.07' 96.36' s. 6ti y6ti N T 2 d 79.66' 6 9d"a 52 2 ED, NO VEHICULAR ACCESS � 0g 30.00' w & UTILITY ESMT. I o I.,._ I 5• f t1..1 3U.W' (V . M v O O P 01 co (C m IM Q z M 25.00' g I � 85.50' 10' Esmt. O \ N Nlo c LO `� J\' N N 2 3 s . C.] 0 25__Bldg. Line 20' SAN. SEWER ESMT. INSTR. # 96-82865 r ��o. 45.16' C5 / / 20' Bldg. Line 'a 1 03' o J� O �j \ 111 • N - 0 9J% so��� �i%// �� 180'32'35" s 60.00, s 38.56' WILLOW COVE '''S5•��. I W 50.001 I I N N8720'07*E 234.59' 55't0 I rn In O I 85.07' t. 0 19 60.04' 10' Esms 40.70' 6 O 9? �- N 7 7 20' Bldg. Line -\ 825 / 6? no ( �35o d0-1,.75 44.83' S cV I \ �� ;yam �o• ail r7 r °o, "'w � - z I --_ 178'49'55' 4 25' Bldg. Line Z CIjI 11 ZO 10 9Cn 7 O � m I IM I Uj N LN p 130.00, I I NCY) rn 0 E w 30.00' b y ' NO VEHICULAR ACCESS �d+ UTILITY ESMT. (b I® 85.00' 60.01' Jo' 23.96' 36.04' 98 48' DRAINAGE, UTILITY & FENCE ESMT!- 0 9aszo N89'2 ' 1 1 W 75.36' T. 173.98' i 10' WATERLINE ESMT. N88040'51"W L li CKY LANE _ _ BOOK 9+3, PG. 397 2o9.8s' (PRIVATE DRIVE) Ss�9a, 8j493 f ARKANSAS STATE PLANE COORDINATES NORTH ZONE 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 3J N 170609.92 E 1176559.26 set 1/2" iron pin w/cap # 1281 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 g) N 170296.63 L I I /blbb-63 set 1/2" iron pin w/cap # 1281 III N 170506.55 E 1176172.29 fnd. 1" oioe LEGAL DESCRIPTION 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 1, 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 AT T rZ BY L/ 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 SW1/4 NWI/4 NE1/4, SAID SECTION 24; THENCE S89'31'54"E, 175.94 FT. TO A FOUND IRON PIN; THENCE S88'39'18"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 S02'11'16"W, 99.95 FT. TO A FOUND COTTON -SPINDLE; THENCE N8940'51"W, 209.88 FT.; THENCE 9 (I� 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. 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 D.R. PAGE INSTRUMENT NO. - Gateway Investments 11 Cameronwood Little Rock, AR 72223 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 IFICATE OF RECORDIN LITTLE ROCK PLANNING COMMISSION THIS DOCUMENT, NUMBER FILED FOR RECORD , 20 , IN PLAT BOOK PAGE 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 LOTS 1-1 1 PAGIS Marker 2090 AZM UK. THE WILL 0 WS � 2090 AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS MAY, 2005 PART OF THE NE1/4 OF SECTION 24 T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS )LA �i VVIf]LLL!!Jr-DA JOrfW & 1]IW0=AT= 1 V(a ■ CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHUNG CIRCLE LITTLE ROCK. ARKANSAS 72223 Job No. 05-422P