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Home My WebLink AboutS-0641-L Map 4I A = 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" Il = 468.00' T = 25.15' L = 50.25' 1108*16'22"E 50,23' (CHORD) EXISTING R-O-W -RCp A = 07'31'38" R = 20.00' T = 1,32' L = 2.63' N01'26'00" E 2 63' (CHORD) EXISTING R-O-W/ A = 102'01'09' R = 20.00' T = 24.71' L = 35.61' N38'55'38"W 31.09' (CHORD) ESTATE OFF•' ARKANSAS J NO. 9 8 -10 IzartrTTREAM / S� / �X ; \ eR cE / / 1 '� 14i� 1l' n�s9, •ts 6 f �, c+ 4P771 v.oeo r J, �� ,I o .IW�•� II u II T 11 PIT l�l / 20' ESMT 25' FOOT / Rood VICINITY MAP BUILDING / CD Z i I CRF / SETBACK z w I i Fk (700, SCALE 1'_2000' --- I- o w Ii I \ \ pe pl q - r U) / II 24 RCP TO \ \ \ C TED F w Z / 1 �BE RELOCATED ,�Oo / L---�-- - -- l 1 1I cBY OWNER OF �� pwq a D v 1 LOT 2 ow m 00 N89'56'13" n n 7 _ Q--j- =----1-15-1BUILDING �LIRI24" RCP 24 RCP SETBACK \ \ FINISH FLOOR \ \ \ \ GI ELEIV. = 401.54 LOT C 2 , \ 6" PIPE x 1 0.67 ACRES EXISTING - `n I 1-STORY I 29016 S.F. ROCK & FRAME I � PUMP STA. #16 1 LnI LOT C -1 _ ONCRETE'I ENTERGY GUY CABLE \0.12 ACRES sew . RAIN GL - EASEMENT rn 513-S-F_ 1.1------- ---------------------------------- ?s2 v 5' z F _ASPHALT rn 0 Y a PARKING WI o f` - -n.__ a r } - NONq DuE 1 z W `� ` ry 10' m m w of -. D Cr f w t- - -_ Rci . -.-_ A�EVF o -- -- FOUND N CA 330.39 w 50.25' N89'5613 W \� -- -- -" -- ` REBAR ^i/2" - - - S/W ------------- - - - - -- 392.81' ------- _ _ _ _ CONCRETE `� 5' DEDICATION FOR RIGHT-OF-WAY NEW R-O-W A = 95'08'01" R = 20.00' 2'x2' ROCK T = 21.88' COLUMN (TYP) WEST MARKHAM ST. (80' R/W) L = 33.21' N42'22'12"W 29.52' (CHORD) 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". ,01 ARKANSAS S REGISTERED PROFESSIONAL ENGINEER 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. ul� em William E. Ruck Date 4 PAGIS NO. 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 N88'18'S1 "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 0 SET 1/2" REBAR SCALE: 1" = 20' 0 _10 0 20 40 60 CERTIFICATE OF OWNER WE, THE UNDERSIUNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREB CERTIFY THAT WEI HAVE LAID OFF, PLATTED AND SUBDIVIDED. AND DO HEREBY LAY , PhAT A D B (VIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. ,.z //2 7 LITTLE ROCK MUNICIPAL WATER WORKS DATE OF EXE UTION 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/ // BEENCOMPLIEDWITH. 1 7 - 1 - `pq / Jl�[. tGGv 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 RUCK SUBDIVISION RULL7ES AND REGULATIONS HAVE B EN COMP D WITH. 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 TI4F 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 r' 1 ` L}T j ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING ii THI; DOCUMENT r)[UMBER - FILED FOR RECORD .l t dN PLq;7 8C?L1K I PAGE FOR BILL OF ASSURANCE SEE DOCUMENT I J u CIRCUIT CLERK LAND 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 'Y' ON TILE NORTlf 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 2000 IFE1, AND A CHORE) 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 'Y' SOUTHEAST CORNER TRACT "C" 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. /, 0 L' -.- T__ S ioned BY: DATE:__/ NO. REVISIONS BY IAPPR.IDATE LITTLE ROCK MUNICIPAL WATER WORKS A REPLAT OF TRACT C AND ADJOINING PROPERTY MARKHAM COMMERCIAL SUBDIVISION LITTLE ROCK, ARKANSAS DESIGNED BY: WER DRAWN BY: ERB CHECKED BY: WER DATE: 12-01-97 Garver+Garver I J08 N0. 1 " -20 Engineers and Planners 97-1�32, Lithe Rock, Arkansas SHEET NO. S- G41-L