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Home My WebLink AboutS-0057-MM Map 1'1196101i1NPF VICINITY MAP SCALE 1"=2000't COPY OF 7.5 MIN. QUADRANGLE LEGEND FOUND SURVEY BOUNDARY MARKER PROPERTY LINE (TYPE AS NOTED) RIGHT OF WAY LINE ® SET 1/2" X 24" REBAR OTHERWISE NOTED) _ - - - _ _ - _ - _ BUILDING SETBACK LINE(UNLESS In WATER VALVE - - - - - - - - - - - - - EASEMENT LINE yet WATER METER LOT LINE y®( y FH FIRE HYDRANT - -E- E- - BURIED ELECTRIC LINE --------- T-------------------- T--------- BURIED TELEPHONE LINE --------BFO---------------BFO-------- BURIED FIBER OPTIC LINE S45"10'19"E 68.70' S36'25'55"E 38.75' \\\ FD• 3/8- REBAR R=1213.23FT n LC=186.47 FT �� F.I.P. \ � 3%lf REBAR R=1213.23FT� LC=337.19 FT tY- k5 ---' FD. 1/2- REBAR-'� . / \00 _ _ 'E � - -___ P - FD. 3/8' REBAR - A PARCEL OF LAND SITUATED IN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 28 AND THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP2 NORTH, RANGE 2 WEST, PULASKI COUNTY ARKANSAS AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 2 NORTH, RANGE 12 WEST PULASKI COUNTY ARKANSAS THENCE NORTH 01 DEGREES 35 MINUTES EAST 464.0 FEET; TO A POINT OF ON THE SOUTH LINE OF RIVERDALE ADDITION; THENCE ALONG SAID SOUTH LINE NORTH 88 DEGREES 43 MINUTES WEST 483.19 FEET; TO A POINT OF THE CENTER OF RIVERFRONT DRIVE; THENCE ALONG SAID CENTER NORTH 19 DEGREES 46 MINUTES 3320.28 FEET; THENCE NORTH 70 DEGREES 14 MINUTES EAST 60.0 FEET TO A 3" DISK FOR A POINT OF BEGINNING; THENCE ALONG THE EAST RIGHT OF WAY OF SAID RIVERFRONT DRIVE NORTH 19 DEGREES 46 MINUTES 00 SECONDS WEST, A DISTANCE OF 375.75 FEET TO A 1\2" REBAR; THENCE NORTH 70 DEGREES 14 MINUTES 53 SECONDS EAST, A DISTANCE OF 241.77 FEET TO A POINT; THENCE ALONG A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 1213.23 FEET, A CHORD BEARING AND DISTANCE OF SOUTH 32 DEGREES 01 MINUTES 34 SECONDS EAST, A DISTANCE OF 186.47 FEET TO A POINT, THENCE SOUTH 36 DEGREES 25 MINUTES 55 SECONDS EAST, A DISTANCE OF 38.75 FEET TO A POINT; THENCE SOUTH 45 DEGREES 10 MINUTES 19 SECONDS EAST, A DISTANCE OF 68.70 FEET TO A 3\8" REBAR, THENCE SOUTH 54 DEGREES 02 MINUTES 23 SECONDS WEST, A DISTANCE OF 121.78 FEET TO A 3/8" REBAR, THENCE SOUTH 21 DEGREES 14 MINUTES 30 SECONDS WEST, A DISTANCE OF 80.06 FEET TO A 3/6" REBAR, THENCE SOUTH 70 DEGREES 15 MINUTES 59 SECONDS WEST, A DISTANCE OF 152.47 FEET TO THE POINT OF BEGINNING CONTAINING 2.22 ACRES MORE OR LESS AS SURVEYED BY MCCLELLAND CONSULTING ENGINEERS IN AUGUST 2003. SURVEYOR'S NOTES: BASIS OF BEARINGS FOR THIS PROJECT IS A PLAT FILED AT THE PULASKI COUNTY CIRCUIT CLERKS OFFICE IN PLAT BOOK D, PAGE 848, AS DOCUMENT NO. 93-78185, DATED 11-12-1993. FIELD WORK FOR THIS SURVEY WAS COMPLETED JULY 9 TO JULY 11, 2002. THE 15' WATERLINE EASEMENT SHOWN ON THIS DRAWING IS PLACED AS PER A RIGHT-OF-WAY AGREEMENT FILED AND RECORDED IN THE CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS IN APRIL 1992. MCE MAKES NO CLAIM TO THE ACCURACY AND /OR LOCATION OF THE SUBSURFACE FEATURES ON THIS SURVEY. ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000. THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT UPON IT. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NOT RESEARCHED BUT SURFACE EVIDENCE WAS LOCATED AND WAS SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO STATEMENT AS TO THE TRUE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. FLOOD INFORMATION: NO PART OF THIS SITE IS WITHIN A 100 YEAR SPECIAL FLOOD HAZARD AREA AS SHOWN ON A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 050181 0008 E. DATED RQVEMBER 3. 1993. NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, OF ANY PROPERTY CORNER MONUMENT. THIS PLAT IS FOR THE USE AND BENEFIT OF: WINROCK INTERNATIONAL 80 _ n Y ' Y LLI ---I --�41,CD �--- 15' WATERLINE EP, ---- I z __ �-� I LOT RH-7A - ___-- -o -- 96491 sq. ft -�_�_- CDI 2.22 Acres w 4 I I I 1 ' I 1 I I ' I I I 1 1 I I O 25' BUILDING SETBACK 0 25' BUILDING SETBACK.ri EPEDY LFD.=1 2' REBAR N19`46'00"W 375.75'EPEDID N EAST RIGHT-OF-WAY LINE OF RIVERFRONT DRIVE _-__,a,.__________________________BFO___________________-____-_______------------------------ 8F0---------------- _ _ _ _ _ _ -*______-Ora-_____________________________-___________-_____________OftEl 2'CSCG CENTERLINE OF RIVERFRONT DRIVE - 120' RIGHT-OF-WAY I 2 uT I N GTE FD. 3/8- REBAR N u>7 m LO 0 I JFH PAGIS MONUMENT 2019-0041 FD. BRASS CAP N-158,491.39 E=1,220,269.05 �- ELEV. 252.40 w P.O.B. g'. :r r 1- z z' N19"46'00"W 3320.28' CERTIFICATE OF OWNER We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plat. Signed, Date of Execution Name GARY GREEN WINROCK INTERNATIONAL Address 6497 38 WINROCK DRIVE MORRILTON, AKANSAS. 72110 CERTIFICATE OF SURVEYING ACCURACY I, Brian A. Tinnel, hereby certify that this plat correctly represents a boundary survey made by me or verified by me, all monuments required actually exsits and are correctly shown hereon and that all surveying requirements of the Little Rock subdivision rule and regulations have been complied with. Signed, �^ I g Q- .. •' G 1 S T E R 4 O Date of Execution Brian A. Tinnel , Registered Land Surveyor No. 1438, Arkansas b ;•• STATE OF ••!": A a p : NO 38 - CERTIFICATE OF ENGINEERING ACCURACY "' m I, James E. McClelland, hereby certify that this plat correctly represents a plan made IGNA V C 'P •, 1�1 J by me, and that engineering requirements of the Little Rock Subdivision Rules and - i .qN A Tl 5 Regulations have been complied with. O •••• 10 N I L Signed, SATE O Date of Execution James E. McClelland Registered Engineer No. 3412, Arkansas CERTIFICATE OF FINAL APPROVAL r~Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the UREGISTERED `'conditions of approval having been completed, this document is hereby accepted.q" This certificate is hereby executed under the authority of said rules and regulations.Signed, Date of Execution Little Rock Planning Commision CERTIFICATE OF RECORDING This document, number _ Signed, Circut Clerk . filed for record in plat book page Q/gyp-i�B-o SGP&�A PtANSAPPROVED�J __ EASEMENTAPPROVED EASEMENT REGIUIRT:D�� GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. Vol :ig � F 4B4.0 p, 0 POINT OF COMMENCEMENT SOUTHEAST CORNER OF NWt/4 OF SW1/4 OF SECTION 33 T-2-N. R-12-W G: \SURVEY\ZUUZ\UZ-b9b.J\b9b3-S1.UWG