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HomeMy WebLinkAboutS-1440-B Map 30 U ARC STgTE HWr ' 10 0 o N a THIS 3 a 0 PLAT Ty 0 a V Q w m H//ySON TAYLOR COOP c� z J VICINITY MAP NTS ARKANSAS STATE PLANE COORDINATES NORTH ZONE MONUMENT © N 169960.19 E 1176780.67 set 1/2" iron pin w/cap # 1281 �169959.05 E 1176541.26 set 1/2" iron pin w/cap # 1281 ® N 170192.25 E 1176547.72 set 1/2" iron pin w/cap ¥ 1281 ( N 170192.00 E 1176556.72 set 1/2" iron pin w/cap # 1281 N 170289.96 E 1176559.43 set 1/2" iron pin w/cop # 1281 �j N 170290.03 E 1176550.43 fnd. cotton -spindle Z N 170389.91 E_1_176554.25 fnd. 1 pipe 8J N 170494.44 E 1176556.11 fnd. 1-1/2" pipe N 170619.98 E 1176559.53 set 1/2" iron _pin w/cap 1 1281 La N 170619.48 E 1176649.00 fnd. iron pin N 170748.77 E 1176651.67 fnd. 1/2" pipe N 170747.87 E 1176802.16 set 1/2" iron pin w/cap # 1281 N 170937.76 E 1176807.34 found 1/2" iron pin w/cap DCI IN 170768.36 E 1176888.18 found 1/2" iron pin w/cap DCI 3 N 170632.22 E 1177004.26 found 1/2" iron pin w/cap DCI N 170545.95 E 1177152.33 found 1/2" iron pin w/cap DCI N 170516.57 E 1177267.64 found 1/2" iron pin w/cap DCI I -A N 169957.89 E 1177246.95 set 1 iron pin w cao I 1281 LEGAL DESCRIPTION PART OF THE NW1/4 NE1/4, SECTION 24 TOWNSHIP 2 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHWEST CORNER OF THE E1/2 NW1/4 NE1/4, SAID SECTION 24; THENCE S89'43'38"W ALONG THE SOUTH LINE OF THE W1/2 NW1/4 NE1/4, SAID SECTION 24, 239.42 FT.; THENCE N01'35'18"E, 233.29 FT.; THENCE S88'24'42"E, 9.00 FT.; THENCE NO1'35'18"E, 98.00 FT.; THENCE N89'32'40"W, 9.00 FT.; THENCE NO2'1I'll 6"E, 99.95 FT.; THENCE N01'01'114E, 104.55 FT.; THENCE N01'33'46"E, 125.58 FT.; THENCE S89'40'39"E, 89.46 FT.; THENCE N01'11'04"E, 129.32 FT.; THENCE S89'39'29"E, 150.50 FT.; THENCE N01'33'46'E, 189.96 FT. TO A POINT ON THE CENTERLINE OF SNYDER CREEK; THENCE SOUTHEASTERLY ALONG THE CENTERLINE OF SNYDER CREEK THE FOLLOWING BEARING AND DISTANCES: S25'30'36"E, 187.71 FT.; S40'27'17"E, 178.90 FT.; S59'46'15"E, 171.37 FT. AND S75742'18"E, 119.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF BELLA ROSA DRIVE; THENCE S02'07'17"W ALONG SAID WEST RIGHT-OF-WAY LINE 559.06 FT. TO A POINT ON THE SOUTH LINE OF SAID E1/2 NW1/4 NE1/4; THENCE N89'43'02"W ALONG SAID SOUTH LINE 466.28 FT. TO THE POINT OF BEGINNING, CONTAINING 11.5045 ACRES MORE OR LESS. CURV C1 C2 C3_ r C4 N89'3'e S88'24 w 00 in z CERTIFICATE OF SURVEYING ACCURACY 1, 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 MARK- (RM 4) chiseled square on top of concrete curb at northeast corner of Bella Rosa Road bridge over South Loop Elev. 275.19 orker AN MK 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 CARD Investments, LLC 11,101 Rodney Parham Rd. Little Rock, AR 72212 D.R. PAGE INSTRUMENT NO. - 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING 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. PRIVATE ROADWAYS SHOWN ON THE PLAT AS EASEMENTS ARE FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS WELL AS ALL UTILITY PROVIDERS OR ANY OTHER USE AS RECORDED IN THE BILL OF ASSURANCE. 8. TRACT A TO BE DEDICATED TO THE CITY OF LITTLE ROCK, ARKANSAS AS FLOODWAY. A 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 PLAT OF � LOTS i - 19 &° TRACT A BELLA ROS)A ESTATES AN ADDITION TO THE CI T Y OF LITTLE ROCK, ARKANSAS APRIL, 2005 PART OF THE NE1/4 OF SECTION 24 T-2-N, R-14-W,y� PULASKI COUNTY, ARKANSAS `� G-t%" C'7 - ® VV1[]I![77,DA 1[ lL4J/W & AaXYOLL.VA%iT%�N'y H4(a [a CIVIL ENGINEERING. LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 05-098P