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HomeMy WebLinkAboutS-1342-A Map 216890&02 1178495.16 Speer ❑ffsite 10' Utility Eased t Prop, Pas Mo _ W M 0 WA Lot 28 Lot 29 P.O.C. NW Corner S 1/2, SW 1/4, NW 1/4 Section 19 T-2-N, R-13-W rU \ m HEr THERBRAE SUtDIVISI❑N POSE I TRACT A-1 NW Corner Heatherbrae Subdlvlslon PH 1 \ r Heatherbrae Subdivision CO \ Phase II \ v Inst No, 94-22178 \ \ Book D, Page 96A SW Corner \ \ Heatherbroe Subdlvislo \ PH 2 \ Lot 3 Lot 2 Lawrence Olmsted 85.00' 85,00, S 88.01'02' E 119.5V 168903.89 1178614.60 Lot 2 0,50 Ac 168722.85 11785e854 10, Utility Easement 92.73' �I.L QOsf1^J/ACI �. / 168725.99 N,J 11784e9.87 E \ Blttner 168721.92 s 1178609.4E E r x, 20' Sewer Easement T4yfoh boo Roga Lot 1 co\ � 1 Hartnedy 68099.75 N 100.00' P.OB 1178734.03 E 1 �Q S 88001102' E 119.5 ------ 40' Pvt Access Ease, NF _ 1 ' 10, Litt ty - — PIWt tilityJ 30' \ EaseMen �n' a ement 1 Exis TRACT A-2 1 10WaterlinWoodhaven es 1 Easement I• i \ Lot 1 0.50 Ac 10, t Easemen .89 119,62' N 88'Ol30' W ' I Blttner v Off I ' Sewer Easement Exlstln9 10' Waterlin Easement Bittner Subdivision Developer: John B. McDaniel 3 Stone Haven Court Little Rock, Arkansas 72223 Owner of Record: Rudy Bittner, Jr. 15600 Taylor Loop Road Little Rock, Arkansas 72223 Source of Title: Warranty Deed recorded In Book 1376, Page 95 J Ivelopment �C 1 of 7 -Aasler Prop, 1 gis Monum, i6E .80 N 117 y&97 E I have consutted FEMA Flood Insurance Map Community Ponel No, 050181002E dated Nov, 3, 1993, and find that the hereon property described Is not In a 100-year flood zone, Wllllam R, Gipson Registered Land Surveyor No, 11701 Arkansas 1 11 1 1 N 40 0 40 80 Scale, V = 40' 11 1 1 1 Heatherbrae Subdlvlsion 1 Phase I 1 Inst No. 87-55387 e1 (Ease, Book C, Page 281 ss 1 1\ GENERAL NOTES 1. All easements shown to be used for utilities and/or drainage are to be 10 feet in width unless indicated otherwise. 2. Minimum floor elevations are not required. 3. Boundary coordinates shown are adjusted State Plane Coordinates (North Zone, NAD-83) derived from closed traverse from Pagis Monument 2090. 4. Platted area is zoned Residential as is all abutting areas. 5. Sewer service supplied by LRWWU. 6. Water service supplied by CAW. STATE AR op •i �Q'� -x •� KA AS No. 'r '••`� CIVIL gr'A DESIGN, INC .yi 3 y No. 102 •J o Is lift..&Its CERTIFICATE OFRECORDING CERTIFICATE OF SURVEYING ACCURACY 6,2—// I^V / J l s a• .ass, This document, number_ filed for I, William R. Gipson, hereby certify that this plat record 20 ®J . in I lat Book��,� correctly represents a boundary survey made or (r Page verified by me, all monuments required actually exist LL !ate � . ° < . c , and are correctly shown hereon and that all Z Cn surveying requirements of the Little Rock �AROLYN STALEY. Circuit Counr ; ;, k R ,,..,, ., • ; ty'`;n 5 Subdivision Rules and Regulations have been •,� ,k. fig?,• ` complied with. Y Clerk •�tlNlf,Aht; 2wz pl? Date of Execution William R. Gipso Registered, Professional Land Surveyor No. 1170 Arkansas Vicinity Map Scale; 1"=400' Bittner Subdivision - Legal Description Part of the E 1/2, SE 1/4, NE 1/4, and the E 112, NE 1/4, SE 1/4, Section 24, Township 2 North, Range 14 West, City of Little Rock, Pulaski County, Arkansas, more particularly described as foiiows: Commencing at the NW corner Heatherbrae Subdivision Phase 1 and the NW comer, S 1/2, SW 1/4, NW 1/4, Section 19, Township 2 North, Range 13 West; thence South 01036'00" West along the West line of said Heatherbrae Phase 1 and said S 1/2 for a distance of 267,96 feet te) the Southwest corner of Heatherbrae Subdivis on Phase 2 and the Point of Beginning; thence continue South 01 °3b'00" West along said West line for a distance of 182.02 feet; thence North $8°01'30" West for a distance of 146.51feet; thence North 88°03'45" West for a distance of 92.73 feet; thence North 01 039'59" East a distance of 182.11 feet to a point on the South line of said Heatherbrae Phase 1; thence South 88°01'02" East along said South line for a distance of 239.03 feet to the Point of leginning, containing 1.00 ACRES, more or less. With a private access easement described as follows: Commencing at the NW corner Heatherbrae Subdivision Phase 1 and the NW comer, S 1/2, SW 1/4, NW 1/4, Section 19, Township 2 North, Range 13 West; thence South 01-36-00" West along the West line of said Heatherbrae Phase 1 and said S 1/2 for a distance of 267.96 feet to the Southwest corner of Heatherbrae Subdivision Phase 2; thence continua South 01 °36'00" West along said West line for a distance of 15.00 feet to the Point of Beginning of a 30 foot wide access easement; thence South 88°04'04" E along the centerline of said easement for a distance of 57.9 feet to a point on the East line of Tract A-2, Heatherbrae Subdivision Phase 1 and the Point of Termination. I✓rA8K 1ANS,jS itEG1 EKED Pit OFESS10NAL PN6IREEA No.4418 t<<�qM L. 0wo�i CERTIFICATE OF ENGINEERING ACCURACY I, William L. Dean, 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 �— William L. bean Registered, Professional Engineer No. 4418 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. 06 Date of Execution Rudy Blttner, Jr. �'_" 15600 Taylor Loop L.R., AR, 72223 Source of Title: Book 1376, Page 95 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. \ Q L l t) ?-- Date of Execution L.R. 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