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S-1158-A Map 1
ni invCVIAI(] errl (RACY ARKANSAS STATE PLANE COORDINATES MONUMENT 50 0 50 150 (NORTH ZONE) Q N 152319.91 E 1187406.64 found 1/2" rebar set 1 /2" rebar Q N 152896.29 E E 1187417.45 1187752.33 found 1 /2" rebar - Scale 1" - 50 f t ® ® N N 152880.13 152887.25 E 1187760.19 set 1/2" rebar Q N 152870.68 E 1188094.50 found 1/2" rebar set 1 /2" rebar ® N 152917.84 E E 1188168.57 1188210.06 found 1/2" rebar ® ® N N 152848.77 152602.49 E 1188348.56 found 1/2" rebar ® N 152260.54 E 1188613.20 set 1/2" rebar CHENAL PARKWAY W. MARKHAM a 3 W. MARKHAM o m w m (on THIS PLAT I z VICINITY MAP WS) I.GR nr 11.n 11- ` -...._ M••••••••••••••••••• I, PAUL M WHITE, HEREBY CERTIFY THAT THIS LEGAL DESCRIPTION r� �CyISTER�.�k.,� PLAT CORRECTLY REPRESENTS A BOUNDARY ,ot 4 sTATEOF'+., SURVEY MADE OR VERIFIED BY ME, ALL PART OF THE SEI/4 NE1/4, SECTION 5, T-1-N, R-13-W, PULASKI , A k? MONUMENTS REQUIRED ACTUALLY EXIST AND COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: = N '1�1 ARE CORRECTLY SHOWN HEREON AND THAT ALL STAR AT THE SOUTHWEST CORNER OF SAID SEt/4 NEt/4; THENCE '•� 9 SURVEYING REQUIREMENTS OF THE LITTLE S ` �. ' O SIGNATURE S87'11'00"E, 30.00 FT.TO TO THE NORTHWEST CORNER K LOT 1, TIMBER ; RIDGE, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS AND THE =�,''+;'q �-°• ,, ROCK SUBDIVISION RULES AND REGULATIONS POINT OF BEGINNING; THENCE N01'04'29 E ALONG A LINE 30.00 FT. •'SyJl�'M'• "" c��?r' HAVE BEEN COMPLIED WITH. EAST OF AND PARALLEL WITH THE WEST LINE OF SAID SE1/4 NE1/4, '"wNALLAI`�,.•••' 57E.48 FT. TO A POINT ON THE SOUTH LINE OF LOT 1, CHENAL BUSINESS _ ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE s /S D/ S87.14'17"E ALONG SAID SOUTH LINE, 335.27 FT.; THENCE N47'50'12"E AND CONTINUING ALONG SAID SOUTH LINE, 10.61 Ff.; DATE OF EXECUTION PAUL M. WHITE THENCE S87.09'44"E AND CONTINUING ALONG SAID SOUTH LINE, 334.72 T. REGISTERED LAND SURVEYOR THENCE N57'3VOYE AND CONTINUING ALONG SAID SOUTH LINE, 87.81 FT. N0. 1281, ARKANSAS TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE SOUTHEASTERLY ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 1382.39 Ff. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S30.59'25"E, 80.57 FT.; THENCE S29'21'06"E CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 282.55 FT.; THENCE SOUTHEASTERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 1482.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S3744'147E, 432.39 FT. TO A POINT ON THE NORTH LINE OF SAID TIMBER THE POINT OF BEGINNING,NCE CONTAINING ALONG1 03320 AC ES LINE, SAID NORTH MOREOR0 TO LESS. PAGIS Morker # 2054 6 ' S' LOT 1 PHASE 1 `6 9'$ ©; 1° R 1382.39' CHENAL BUSINESS ADDITION ,y�C. CDS30.59'25' E found iron pin Southwest Comi,r p IGj ,Kc'L Plat Bk. E, pg. 51 �,�'\'� LC80.57' LOT , \ No�4h�g i 16 A3 1 SAT 14' 17 F �I� 97' ��� �� _9 _ S8T09'44" E 334.72' n 3-W (- - - - --N8655'41"W-299.13' 0 - - - - - - 6 06 75:0` . I �\ 1': `;EGG S'S� \. ^'^1��� 2 EASEMENT Jo F}! �1100' LCS 0 9 6, W58655'4I1E - - - - S� N 238.49 G56'21"E 45.31' 0 52.0 LOT 4 o R311.48' z��.. CDN61'34'05"E LC47.77' I.:.20' 22:0� 85.00' w. R311.48' 6. ml W' CDS78'2O'48"W LC133.57' V 30:0' I 15 LOT 3� ' p I Q NI N ( h 2 w Co C3to �m 75' Bldg. Line z I I z Ui 75' UNDISTURBED BUFFER 600.05' M• __. _ 204.80' /�OP16M oa CERTIFICATE OF ENGINEERING ACCURACY ARA I, TIMOTHY E. DATERS, HEREBY CERTIFY REGISTERED THAT THIS PLAT CORRECTLY REPRESENTS A PROFESSIONAL PLAN MADE BY ME, AND THAT THE ENGINEER ENGINEERING REQUIREMENTS OF THE LITTLE * * * ROCK SUBDIVISION RULES AND REGULATI S ,yL o No.5033 ,� � HAVE BEEN COMPLIED WIT Tyy EE DATE OF EXECUTION REGOTHY E. DATERS ISTERED ISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS V; \ R 1482.39' \ CDS37.44' 14" E , aFNFRAL NOTES: 1. 1/2" IRON PINS WERE SE' 2 SHOWN FOR DRAINAGE SAND/OR t 3 LOTS WITH MEASURED TO ROUNDED PE0 POINT OF LOT LINES AND NOT F CURVE. 4. DISTANCES SHOWN ALONG CHORD DISTANCES. 5. ERROR OF CLOSURE EXCI 6. AREA LOT 1 47,489 LOT 2 87,101 LOT 3 51,339 LOT 4 381,745 CERTIFICATE OF THIS DOCUMENT, NUMBEF RECORD � u �) 20 PAGE r NO PORTION OF THIS PROPERTY IS WIT AS SHOWN ON THE FLOODWAY, FLOOD FOR LITTLE ROCK, ARKANSAS. (FIRM COMMUNITY PANEL # 050181 O( LC432.39 L 0 T 2 CDS3T51'16"E �FfrF LC426.39' 1 p L A°m,9 PLA T OF L V. Chenc 75' Bldg. Line_ \. � `.4. An Additio Little R 1 2 3 N87011'00"W 1208.02' 4 s B m 12 13 BLOCK 1 \ BLOCK 1 N` W"24- 0Z4'I (�,6.( 15 Mh�K� Plat Bk. A, pg. 224 / TIMBER RIDGE Plat Bk. B, pg. 241 � Southeast corner SEI/4 NE1/4 SECTION 5 403.17' T_I-N, R-13-W � _. � � 14 15 16 Part of the SE T-1-N, R-13-W, M, ©WE 9TFR�DA7 ■ CIVIL ENGINEERING. 24 RIWLING CIRCLE