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HomeMy WebLinkAboutZ-6407-B Map 5a A = 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) � = 17'02'45" R = 468.00' T = 70.13' L = 139.23' N 13'43' 11 "E 138.72' (CHORD)- FOUND 1/2" REBAR 1.47' NORTH � \IO,e, 1 o `ix\ 17\ Ei ° 25' FOOT / y ir.� • .i - E � � � `Il ra"'r mwrc,c Rj "' j. o nay^ '4 rzaata peu .ut. h I .010 SI OC IONS` j@ W ANIY Till c �4i-i£ • ' txC .• r n t-- MiM1, f' ��•y NK1. Cl. h1011 y J�� � �N :^ m A . ® you - i � r I K rvr. at T 1D 1 � R BUILDING / 0z II VICINITY MAP SETBACK ¢ w I �� a � j I SCALE 1 " = 2000' \t//c� / ofI { �\ R0 v,lh / / ow { I Ch t l co l FREE II 24" RCP TO v z / I ,,,--BE RELOCATED �7 / `'' I BY OWNER OF �� Q --- - Y ---� II F N LOT 2 Mw m m I III �� h Q 1C,1%o / N89'56'13" `n7 - _ � � {-15-1 BUILDING {•j .: I iBTza" RCP 24' RCP ,SETBACK R \ \ CONCRETE / I / x - FINISH FLOOR GI ELEIV. = 401.54 LOT C2 rs _, 6" PIPE _ x o I 0.67 ACRES WRETE ALL ! �'X EXIS NG STORY \ ` \ 29016 S.F. ,� = 06'09'07" j ROCK &FRAME \ R = 468.00' /I PUMP STA. If I T = 25.15' L = 50.25' / / [ 0 G1 ONCRET-Ewl ENTERGY GUY CABLE 08"16'22"'E - x Y - - - \ \� ©.42 ACRE S -�� RAIN f EASEMENT - 50.23' (CHORD) //lx /W1 w oL --- -- -- - ------------------------------- 4 //I 5 5j 83 S -F.=-- --5- ------ - - - - - �� �2 S2 �_ ASPHALT_ z ��-, I \ Y EXISTING R -O -W p \7 5 C14 9 WINOMq QU z w = M > 0 \ �= 07'31'38" C -_- _- ED CTE 10' m Uj w w R = 20.00' p - `fig - -' p M -- FOUND N 330.39' `0 w T = 1.32' \�� 4. 50.25 3 N89'56 13 W 1 2' REBAR -- -- -' L = .2.63' -- _ / �_ ------------ N01'26'00"E ', _ g S/W ----- - - - - - - - - - - - - 392.81' 2.63' (CHORD) ------------ EXISTING R -O -W--- - - - - - - - - A = 102'01'09" CONCRETE ~� 5' DEDICATION FOR RIGHT-OF-WAY T�-- - _ �, R = 20.00' NEW R -O -W J_ 1-= T 24.71' � = 95'08'01" L = 35.61' R = 20,00' 2'x2' ROCK T = 21.88' COLUMN (TYP) WEST MARKHAM ST. 80' R W N38'55'38"W L = 33.21' 31.09' (CHORD) N42'22'12"W 97 08,4421 CERTIFICATE OF OWNER WE, TH UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, 00 HERE CERTIFY 5AT HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY F ,PAT DIVIDE SAID REAL ESTATE IN ACC RDANCE WITH THIS PLAT. 12 �� 7 - 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 SUBDIVISIION RULES AND REGULATIONS HAVE BEEN ,'/�COMPLIED + WITH... `- l2ea 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 �ec /7, /997lRrn DATE OF EXECUTION REGISTERED LAND SURVEYOR N0. 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. { 11 nn Z�ECemhGr IS, 1` ?9-7 _ r�nJL (.(Jao6L- --- DATE OF EXECUTION�,4 084 413 L ROCK PLANNING COMMISSION CERTIFICATE OF RECORDIN 44 p q-� THI$,D000MENT NUM ER - FILED FOR RECORD & Izi [_ IN PLAT BOOK _r_ PAGE ' FOR BILL OF ASSURANCE SEE DOCUMENT NO. _ \�� ••as•s r•y ��i •••SATE OF "•• A 0. 9 AS '+ S. - r JM I • . 29.52' (CHORD) st E REGISTERED PROFESSIONAL ENGINEER a f No.4686 4.',ff THE, FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER O 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". 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 an accurate portrayal of the survey results. William E. Ruck Date 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 1190124.42 588'18'51"E 7 153514,07 1190187.39 LEGEND: O FOUND 1/2" REBAR III SET 1/2" REBAR SCALE. T" = 20' 20 10 0 20 40 -0 J CIRCUIT CLERK e 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 SE6'52'33"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: 1. BASIS OF BEARINGS IS THE NORTH LINE OF TRACT "C" TAKEN FROM MEHLBURGER TANNER ROBI14SON & 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 ENCUNBRANCES 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. O REVISED PAGIS COORDINATES FROM RECORDED PLAT DATED 12-2-97, PLAT BOOK F, PAGE 59,