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Home My WebLink AboutS-1161 Map 5A = 10'53'38" R = 468.00' T = 44.63' L = 88.98' (N18*25*06"E PAGIS) N 16'47' 44"E 88.85' (CHORD) h = 17.02'45" R = 468.00' T = 70.13' L = 139.23' N13.43'11'6E 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) EXISTING R-O-W RGP ,!�i = 07'31'38" R = 20.00' T = 1. L = 2.63' NOi'26'00'00"E 2,63' (CHORD) EXISTING R-0-1 A = 102'01'09' R = 20.00' T = 24.71' L = 35.61' N38'55'38"W 31.09' (CHORD) � ... a........ STATE OF , ARKANSAS ' 0. 9y� C /AME,. QJ i JJJs J� _ pt i o �•4 /� � .iPl� •Oi1i l � I SI OC ION� q 1 a i 1 CY� 6S 1 l /I l ? 3 •. l�l / 20' ESMT / 25 FOOT `F lrl - BUILDING / Dz II �, VICINITY MAP lily SETBACK / Zw SCALE 1" = 2000' 3 I I u f to I RO 0 4-- 1 ^ to I 24" RCP TO REE �l Lu w I II�BE RELOCATED 00 ll I cU Ll---L-- - --- I I BY OWNER OF �\0 OE ¢ N o H II LOT 2 \ \QICq Mw m m O F�17 N89'56'13" `n n 7 I I I OQ�q Y) �, -__� _�-�_ - - _ _ -�- 7-5BUILDING Lu,e- --- - 124- RCP 24" RCP ��SETBACK FINISH FLOOR RGI FFINELEIS. = LOT C^2 , 6" PIPE x o 0.67 ACRES EXISTING n 1-STORY . 29016 S.F. ROCK & FRAME N PUMP STA. #16 / cal LO E1 ONCRETED-1 ENTERGY GUY CABLE 0.1 2 ACRE-S x RAIN wj EASEMENT S/Wi w oL--------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 41?$? 5183_S=F.__ ASPHALT _ 5 C) US PARK QUe20 ¢ NWjm w p, N Cr E, NEW R-O-W A = 95'08'01" R = 20.00' T = 21.88' L = 33,21' N42'22'12"W 29.52' (CHORD) CONCRETE 2'x2' ROCK COLUMN (TYP) to ~ FOUND N 330.39' w - 1 /2" REBAR --- / -- - - - - -- _ - -- 392.81-- -5' DEDICATION FOR RIGHT-OF-WAY THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 1O 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". /�� C A---r_ F 01 ARKANSAS REGISTERED PROFESSIONAL ENGINEER 6"',No.4686 }� �.A,11 EAR � 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 plot is on accurate portrayal of the survey results. William E. Ruck Date WEST MARKHAM ST. (80' R/W) PAGIS NO- NORTHING EASTING BEARING 1 153600.22 1190152.49 565'15'12"E 2 153432.88 1190515.54 N88'18'51"W 3 153442.60 1190185.29 N88'18'51 "W 4 153444.08 1190135.06 N40'44'50"W (CHORD) 5 153466.44 1190115.79 N09'53'43"E (CHORD) 6 153515.92 1190124.42 S88'18'51 "E 7 153514.07 1190187.39 LEGEND: 0 FOUND 1 /2" REBAR SET 1 /2" REBAR SCALE. 1" = 20' 20 10 0 ?0 40 h0 t- 97 OS.4421 CERTIFICATE OF OWNER WE, TH UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HERE CERTIFY THAT HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY F P A�TND DIVIDE SAID REAL ESTATE IN ACC RDANCE WITH THIS PLAT. G✓ 1211� LITTLE ROCK MUNICIPAL WATER WORKS DATE EXECUTION 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 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 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 BEEN COMPLIED WITH .Dec / f 7 997 4 /z&' , �. �� 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 TI ONS. Decernher IS, t997 P.a,� 2,�� DATE OF EXECUTION q ROCK PLANNING COMMISSION 1 U4L " CERTIFICATE OF REGtJR01Nt; THIS DOCUMENT NUMBER FILED FOR RECORD18-- IN PLAT BOOK F PAGE FOR BILL OF ASSURANCE SEE DOCUMENT NO. CIRCUIT CLERK AND DESCRIPTION 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 "X" 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 102'01'09" WITH A RADIUS OF 20.00 FEET, AND A CHORD BEARING AND DISTANCE OF N38'55'38"W 31.09 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 07'31'38", WITH A RADIUS OF 20.00 FEET, AND A CHORD BEARING AND DISTANCE OF N01'26'00'E 2.63 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 17'02'45", 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. POINT OF BEGINNING FOUND CHISELED "X" SOUTHEAST CORNER TRACT "C" NOTES: 0 1. BASIS OF BEARINGS IS THE NORTI-i 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. DEC 19 19.7 O REVISED PIt ATE FROM RECORDED PLAT DATED 12-2-97. PLAT BOOK F, PAGE 59, NO. REVISIONS OM • "' 11101a1 LITTLE ROCK MUNICIPAL WATER WORKS AN AMENDED REPLAT OF TRACT C AND ADJOINING PROPERTY MARKHAM COMMERCIAL SUBDIVISION LITTLE ROCK, ARKANSAS DESIGNED BY: WER DRAWN BY: LRB CHECKED Y: WER DATE: 12-01-97 Garver+Garver Engineers and Planners Little Rock, Arkansas 1 "= 20' JOB N0. 97-1332