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Home My WebLink AboutS-0495-E Map 1a,E 44ssasD2n11" #,° 4\ CIVIL 1y DESIGN, INC �I y No. 102 p` 5 v == ARKAN9As REGISTERED PROFESSIONAL ENGINEER w t No.4418 <<4AM L Curve Deb - Curve No. 2 Radius: 12024' Chord: 158.36' Arc Length: 172.88' Della: W22W Tangent: 105.2a 0 25 50 100 150 1 50' S 01"31'57" W NE Comer, SW 114, NE 1/4 - - - - See. 16, T-,-N, R-11-W --- ----- _ Fouche Dam Pike � q f18lE N 89'34'08" W 1804hi_ - - - - j 1285M003E 77Wat er]aN 123113at.877D E 1 1.t73 126E782 S 1'31'57"W 176.5T Pleemanu Lsew S 1°3V57" W Pagaemommu and S 01°31'57" W - Curve Data - Curve No. 1 Radius: 361.80' Chord: 221.22' Arc Length: 224.82' Delta: 35°36'11" Tangent: 116.17' 1311T , ROW Decd. -f- - - - - - - Hwy Marker _- -- + S�8a40, W R 10' Sewer Ease. I �- - - W - - - I 10' Sewer Ease. -� � i �, �� IN IF - -1 -1 ---- - --- 0 i I I I -- 10' S A� E�86. Hwy Marker - 25' Bidg. Line I in' uTI,,'I I I I� � (e"se I lo' dtluzy I I l I EASE 5' Water Ease Lot 2A 13 Lot 2B 0.82 Acres I 0.96 Acres _74021719Y N_ lip M 17862ia.1699 E CD 'D I \` GO CV IZ I 31 �s03 fq O�s�p I N 21 21 Q2 a, -5' Water Ease I 1 I 1 25' Bldg. Line I t IU00M.7 N _ "02'25" I _ 11266I62.0=E = 5' Water Ease I I Llstslx 72.29, 04: f I� Isom, \ _ Nos-02125"E - - 1=13I Lot 2A Commencing at the NE Corner, SW 1/4, NE 1/4, Section 16, T-1-N, R-1I-W, thence North 89'34'08' West, a distance of 45.00 feet to a point on the West ROW line of Fouche Dam Pike; thence North 01'31'57' East, a distance of 131.73 feet to the Point of Beginning; thence South 01°31'57' West, a distance of 176.57 feet; thence North 88'20'16' West, a distance of 226.23 feel; thence North 09°02'25' East, a distance of 72.29 feet to a point on a curve concave to the southeast having a radius of 120.24 feet and a central angle of 82°22'02" and being subtended by a chord which bears North 50°19'57' East 158.35 feet; thence northemiy, northeasterly and easterly along said curve, a distance of 172.89 feet; thence South 88'31'02" East, a distance of 97.64 feet to the Point of Beginning. Containing 0.616 ACRES, more or lass. Lot 2C 1.18 Acres INT .. . - y J - Prof BC1 Lo tlo T 15d. 1 Y Z „TLC Mato on, � arDaa a1AL OnU a•. CERTIFICATE OF RECORDING This Document, number filed for rocgrd 1 - , 19 In Book Page (Signed) �rAe (Name) Clerk �O i S. L 7- w p 25' Bldg. Line - -L. \ 5' Water Ease_ 130761.ae37 N \ 1266,2,.6773E \ �- Fluid Drive (00' -=_ �)_ Lot 2C Lot 2B Commencing at the NE Corner, SW 114, NE 114. Section 16, T-1-N, R-11-W. Commencing at the NE Comer, SW 114, NE 114, Section 16, T-1-N, R-11-W, thence glance North 89°34'08" West, a distance of 45.00 feet to a point on the North 89'34'08" West, a distance of 45.00 feet to a point on the West ROW line West ROW line of Fouche Dam Pike;fhence South 01'31'57' West, a distance of Fouche Dam Plke;thence South 01°31'57" West, a distance of 44,84 feet to the of 221.41 feet to the Point of Beginning;thence South 01'31'57" West, Point of Beginning; thence South 01'31'57" West, a distance of 176.57 feet; a distance of 60.00 feet; thence South 19°40'54' West, a distance of thence North 88'20'13" West, a distance of 249.49 feet; thence North 09°02'25" 8025 feet; thence South 68°20'46' West, a distance of 363.64 feet; East, a distance of 178.D4 feet; thence South 88*20'16' East, a distance of thence South 58'42'10' West, a distance of 2.35 feet to point on a 226.23 feet to the Pohl of Beginning. Containing 0-964 ACRES, more or less. curve concave to the northwest having a radius of 361.80 feet and a central angle of 35°36'09" and being subtended by a chord which bears North 28°35'36' GENERAL NOTES East 221.22 feet; thence northeasterly and northemty along said curve, a distance of 224A2 feet to a point; thence North 09'02'25" East, a distance 1. All building lines are a mimimum of 25 feet from property lines unless otherwise noted of 86,00 feet; thence South 86'20'13' East, a distance of 249.49 feet to 2. All easements shown to bo used for utilities and/or drainage are to be 10 feet In width the Pant of Beginning. Containing 1.175 ACRES, more or lase. unless otherwise Indicated. 3. All lots having curved boundary tines are measured using chord distances. 4. All lot comers, angle points and points of curvature are marked by means of Iron pins. 5. Boundary line bearings and distances have been adjusted to Arkansas State Plane Coordinates (north zone, NAD413). 6. Closure Statement: closure better than 1' In 10000' S 58042'10" W 2.35' Hwy Marker FINAL PLAT Not": d 1. owner or record/Subdivider: BY: JoMik GWPoralbn P.O. Box 447 DATE: Webber Falls, OK 74470 2. Date of Survey: Jan. 9, 1997, by Donald W. Brooks 3. Source of Tab: 98-016308 4. No Intemal Improvements, no street Improveownb or drainage. 5. Source of water supply. Pudic (I RWW ) 6. Source of wastewater disposal: Pubic LRW WU by Main Extension 7. vaderoaa, waivers, cr deferrels: dorm Vicinity Map Not To Scale 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 w L-9� Date of Execution S nod • c ro'�tii Name Address Source of Title: D.R. Page Instrument No. '1'8- D t 5 30B CERTIFICATE OF ENGINEERING ACCURACY I, William L. Dean, hereby certify that this plat correctly represents a plan made oy me, and that the engineering requirements Df the Little Rode Subdivision Rules and Regulations have been compiled with. Date of Execution William L. Dean Registered, Professional Engineer No. 4418 Arkansas CERTIFICATE OF SURVEYING ACCURACY I, William R. Gipson, hereby certify that this plat conectly represents a boundary survey made by me 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 compiled with. 8-10-`ta (% 1 Date of Execution William R. Gipson Registered, Professional Land Surveyor No. 1170 Arkansas CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulators, 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. [I ate L.R. Pilinning Commission alxvxvw. D.arcok&IKGpry orelw av: J.HD. erwwa sr J.H.D. oca¢osr: wLD. narks: w0ph10c(") N ..r O J 4- l0 0 a •N (am > 0 1 U :3 m N N a od C m L a N O J C D� CIVIL DESIGN INCORPORATED TRIM rMMM RD. LJITLE ROCK, ARK NSAS M12 (501)ssa-rrT7 a,.,.. 1"=50' eLm I sacunc•rar, 05I28198 -OS N i 1 a rsr or •