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Home My WebLink AboutS-1161 Map 4A = 10'53'38" R = 468.00' T = 44.63' L = 88.98' (N18-25'06"E PAGIS) N16'47'44"E 88.85' (CHORD) A = 17'02'45" R = 468.00' T = 70.13' L = 139.23' N13'43'11 "E 138.72' (CHORD) - FOUND 1/2" REBAR 1.47' NORTH CONCRETE CONCRETE WALL A = 06'09'07" R = 468.00' T = 25.15' L = 50.25' N08'16'22"E 50.23' (CHORD) Q 2 u O ' / 20' ESMT f 25' FOOT BUILDING /0 Z / Sw \ z� �/00,ETBACK Q / 4 U - - / o,-t OFUICgTF v1 / 24" RCP TO \ 0 F Ujw / I �BY OWNER \\�� <00 �BE RELOC 1�Y J <Lj r- o ---H II LOT 2 ��\ Q J ----------- -0 Ld m m Uj N89'56'13"W 0 Ln _ - w�ra__ - 15'J BUILDING Je- -- - T 124" RCP 24 RCP SETBACK • FINISH FLOOR LOT 2 \ \ c[ ELEIV. = 401 54 ` 0.67 ACRES i • , �_�-1-- ix. -I 6" PIPE -- -,, `n I f - EXISTING (D.I 29016 S.F. 1-STORY 1' • 1 ROCK & FRAME Ln f / r- �` {y�` PUMP STA. #16 cal \ \ �i lx ll L I 0 T 'ONCRETEaI - ENTERGY GUY CABLE- \ RAIN Lj EASEMENT 0.1 ACRES S/W� - x w OL-------------------- - - - - - - - - - - - - - - - - - - - 47?5 I 1.51�3 =S.F =-- - a - v 5' z ASPHALT = cD -- --- -- - - - -- - O _Q U Z_.__ _. - N - --__-. __. U as PARKING ._w1 0 � -- � I m � c9 3> _ NONq -DU Z W N 10' m w CO w EXISTING R-O-W� P� A = 102'01'09 NEW R-O-W R = 20.00' A = 95'08'01" T = 24.71' R = 20.00' L = 35.61' T = 21,88' N38'55'38"W L = 33.21' 31.09' (CHORD) N42'22'12"W 29.52' (CHORD) STATE OF *% ARKAN' AS _ - - o'.ac GE: o %�FJSf-. ;AM c;s J�: 50.25_ -- - CONCRETE 2'x2' ROCK COLUMN (TYP) CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY T�y1AT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY OFF, P y OD SUBDIVIDE SAID REAL ESTATE IN 'ACCqRDANCE WITH THIS PLAT. DATE OF EXE TION ITTLE ROCK MUNICIPAL WATER WORKS 221 EAST CAPITAL P.O. BOX 1789 LITTLE ROCK, ARKANSAS 72203 SOURCE OF RECORD: DOCUMENT 86-74578 PLAT BOOK C-058 CERTIFICATE OF ENGINEERING ACCURACY 1, WILLIAM E. RUCK, HEREBY CERTIFY THAT THIS PLAT CORRECTLY RE�RESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIV ION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO. 4686 WILLIAM E. RUCK CERTIFICATE OF SURVEYING ACCURACY 1, WILLIAM E. RUCK, 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 B N COMPblED WITH. Alod / 9 /-f37 a lj /,.;L DATE OF EXECUTION REGISTERED LAND SURVEYOR NO. 908 WILLIAM E. RUCK ERROR OF CLOSURE : RADIAL SURVEY CERTIFICATE OF FINAL APPROVAL PERSUANT 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 REGULA TIONS DATE OF EXECUTION CERTIFICATE OF RECORDING THIS DOCUMENT NUMBER _ PAGE CIRCUIT CLERK AND DESCRIPTION LITTLE ROCK PLANNING COMMISSION FILED FOR RECORD IN PLAT BOOK FOR BILL OF ASSURANCE SEE DOCUMENT NO. A TRACT OF LAND BEING ALL OF TRACT "C" MARKHAM COMMERCIAL SUBDIVISION, AND A PART OF THE SE 1/4 OF THE NW 1/4 SECTION 4, TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT "C" AT A CHISELED 'Y' ON THE NORTH RIGHT-OF-WAY LINE OF WEST MARKHAM STREET; THENCE N89'56'13"W ALONG SAID RIGHT-OF-WAY 392.81 FEET TO THE EAST RIGHT-OF-WAY OF BOWMAN ROAD; THENCE ALONG A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 93'48'30" WITH A RADIUS OF 15.00 FEET, AND A CHORD BEARING AND DISTANCE OF N43'01'58"W 21.91 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 16'57'22", WITH A RADIUS OF 468.00 FEET, AND A CHORD BEARING AND DISTANCE OF N13'43'11"E 138.72 FEET; THENCE S66'52'33"E 412.52 FEET TO THE POINT OF BEGINNING; SAID TRACT OF LAND CONTAINING 0.78 ACRES (34,155 S.F.), MORE OR LESS. cn AS�M N FOUND N 330.39' w __ 2 POINT OF BEGINNING N89'56 13 W FOUND 1/2' REBAR RLW CHISELED „ „ 3 3 -- - -. -- -- - -- -- S/W -- - - - - - - - - - - -- - - 92 81' -- - - - - - a SOUTHEAST CORNER N 5' DEDICATION FOR RIGHT-OF-WAY - -- - -- -- - _-- _- -.. - - - --i-I- -- - - -+- THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 050181 0006 E AND DATED NOVEMBER 3, 1993, SHOWS ALL OF THE PROPERTY BELOW THE 100-YEAR FLOOD, AND THAT THE SITE HAS A ZONE AE (399.00) CLASSIFICATION " AREAS DETERMINED TO BE INSIDE 100-YEAR FLOOD PLAIN". ARKANSAS N ASL� REGISTERED PROFESSIONAL ENGINEER i� 10.4686 J� 40� CERTIFICATION OF SURVEY I, William E. Ruck, Arkansas Registered Land Surveyor No. 908, hereby certify that a survey crew of Garver+ Garver, P.A., under my direction has performed a survey of the property described hereon, and that this plat is on accurate portrayal of the survey results. ✓U j `// !ram NO/ /o°,f�`>37 William E. Ruck Date WEST MARKHAM ST. (80' R%W) PAGIS NO.1 NORTHING EASTING BEARING 1 1189384.81 154367,91 S65'15'12"E 2 1189217.47 154730.95 N88'18'51 "W 3 1189227.19 154400.70 N8818'51 "W 4 1189228.67 154350.47 N40'44'50"W (CHORD) 5 1189251.03 154331.20 N09-53'43"E (CHORD) 6 1189300.51 154339.83 S88'18'51 "E 7 1189298.66 154402.80 LEGEND: 0 FOUND 1/2" REBAR SET 1/2" REBAR CAi I" = 20' �r 10 0 20 _ 40 60 NOTES: 1. BASIS OF BEARINGS IS THE NORTH LINE OF TRACT "C" TAKEN FROM MEHLBURGER TANNER ROBINSON & ASSOCIATES FINAL PLAT OF TRACTS "B" & "C", MARKHAM COMMERCIAL SUBDIVISION DATED 10-30-86. 2. THE PROPERTY MAY BE SUBJECT TO EASEMENTS, COVENANTS, RESTRICTIONS, AND OTHER ENCUMBRANCES THAT MAY BE REVEALED BY A THOROUGH TITLE RESEARCH. 3. COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83, AS DETERMINED FROM PAGIS MONUMENT 2054. 4. THE 30' ACCESS EASEMENT IS AN AREA WHICH WILL BE KEPT FREE AND CLEAR OF ALL OBSTACLES, WHICH COULD INTERFERE WITH ACCESS BY A MOBILE CRANE. NO CURB OR OTHER IMPROVEMENTS SHALL STAND HIGHER THAN 6" ABOVE THE SURROUNDING FINISHED SURFACE IN THIS AREA. ,r �I[e�11� LITTLE ROCK ryryPL}A�Ny AjVo i COMNi L$CIW P1rr 11'�p ii%L/ By.. V"v{O/G/1 DATE:----( f - I - R .lylwl�- 0'7_96''4?