Loading...
HomeMy WebLinkAboutS-0344-G Map 2CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER POINT NORTHING EASTING 1 152148.42 1189283.27 2 152094.91 1189372.94 3 152101.43 1189373.76 4 153406.25 1189729.34 5 152404.05 1189805.43 6 152344.08 1189804.69 7 152346.32 1189727.60 8 152093.95 1189433.26 9 152046.80 1189427.41 10 151932.89 1189390.24 11 151879.14 1189360.48 12 151805.75 1189371.23 13 151936.12 1189156.27 t_ 0 3 � < NOT 3 ry `701 i --No SIGN EASEMENT q PAGIS MONT 1534-001 rnaVF I FNrTH nFl TA RAnTl13 TANGFNT DIRECTION CHORD C1 418.29ft 17'48'36' 1416,61ft C2 109.50ft 21'54'01' 11345.68ft 286.48ft 1210,85ft 55,43ft IS58*09'11'E S18'04'14'W 108.84ft C3 469.51ft 84'35'04' 3 8,03ft 289.31ft N49021'56'E 428.02ft \ 045�fN9l \ \ pgRx�9Y 88'20'32"E / I I OI I 76.12' 1 N8620'32"W 0 J / / ah / S.W. COR. LOT 8 PARKWAY WEST o ----- 0 10 v M _ i N a 77.11' o ©V) I, JOE D WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY a.. 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. / l rt DATE OF EXECUTION JOE D. WHITE REGISTERED LAND SURVEYOR NO. 534, ARKANSAS 10NAL No 5033 Legal Description 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, CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY PY4 RKV✓Fiy WEs 1, LT A. ADDRESS 34- 7�3-13 � N. 73?-�?4 CERTIFICATE OF FINAL APPROVALI THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED WITH, ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID 7 RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL 3/233/9Q ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTL ROCK PLANNING COMMISSION Port of the W 1/2. W 1/2, Section 4, T-1-N, R-13-W, Pulaski County, Arkansas, mom particularly described as; Starting at the Northwest comer of the NW 1/4, SW 1/4. sold f..tbn 4; thence S87*45'05'W along the North line of sold NW 1/4, SW 1/4. 440.00 ft.; thence S59'10'33'E, 177.00 ft. to the point o' beginning; thence S59'10'35'E, 104.43 ft.; thence N07'04'24'E, 6.58 ft.; thence Northeasterly along the arc of a 348.01 fl. radius curve to the right, having a chord bearing and distance of N49'23'45'E, 468.36 ft.; thence SW20'3YE, 76.12 ft. to the Southwest corner of Lot 8, Parkway West, an Addition to the City of Little Rock, Arkansas; thence S00'42'34'W, 60.00 ft.; thence N86'20'3Y W, 77.11 ft.; thence Southwesterly along the are of a 288.06 ft. radius curve to the left, having a chord bearing and distance of S4T23'45'W, 387.68 ft.; thence sor04'247W, 47.52 ft.; thence Southwesterly along the are of a 316,48 ft. radius curve to the right, having a chord bearing and distance of Sllr04'14'W, 119.52 It.; thence S26'58'25'W, 61.45 ft.; thence S0920'04'E, 74.17 ft. to a point on the Northerly right-of-way line of Chanel Parkway; thence Northwesterly along sold Northerly right-of-way line, being the am of a 1285.68 ft. radius curve to the right, having a chord bearing and distance of N58.45'41"W, 251.41 ft.; thence N30'53'2SE, 247.38 ft. to the point of beginning, containing 1.9568 Acres more or less. NOTE: Legal Description Includes right-of-way dedication for Wesihaven Drive, containing 1.1994 Acres more or lose. CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD 19 IN PLAT BOOK PAGE _ . 50 0 100 GRAPHIC SCALE IN FEET GENERAL NOTESi L 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 CHORDS. 5. RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6. ERROR OF CLOSURE' 0.09/10,000' Plat of Lot 12 PARKWA Y WES T- WEST MARKHAM Z �Q SECTION 6 An Acidities to the City of 3p T-1-N, R-13-W m� � Little Rock, Arkansas t FINANCIAL r p q 3 CF�T PARKWAY WEST Z LOT 12 © WHITE-DATERS & ASSOCIATES, INC. VICINITY MAP 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201