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HomeMy WebLinkAboutZ-7786-C Final Plat 102021OF AUT� � I S T STATE OF AR ARKANSAS V SURVEYING AND No. 1467 CONSULTING a INC. 0 NO. 1462 10-1SNA3 21 r 5 �� °NSCOTT�° r °4 O�V4 L L A�� Q1 Op' O G o ,boo • FOUND 1/2" REBAR - C\2 AHTD I I q C\2 INSTRUMENT No.2010043503 ! Lo CYD CID cc�' co o '--' Cat r z LO ( ICJ C,.) LO o CO r Aso LOT 2 N54033'06"E PART OF 06� SET MA68 SWI/41 W1,L NAIL pART OF FOUND 1/2" REBAR W1/2 NW1/4 N47°15'3' 4$.93 �� v� 3.61 ACRES± �o �, o_ LOT 1 ,FOUND 1/2" 9�' ��- REBAR PART OF W1/2 SWI/41 & PART OF SEN LAG UNIVERSITY OF o I o S82027'08"E ARKANSAS�� z I 46.22' P,❑,B. I TRACT 1 I SET 1/2" REBAR I S53029'01"E 54.88' i I MABELVALE-ALEXANDER SEWER IMPR❑VEMENT DISTRICT N❑A42 I INSTRUMENT N❑.81-29937 C\2 I I I LO C'7 I I o I � I I I I I I UNIVERSITY OF I � ARKANSAS I I W1/2 NWIA 3.39 ACRES± N56024'04"E Y25'29"E 82.86' C:1� O O SET 1/2" o REBAR N89057'46"E ,157.20CC) FOUND 1/2" REBAR E 0 zv � N59°12'52"E N8928'00"E 71.12' 175.85' P, ❑.B. TRACT 2 & / 20' UTILITY AND ACCESS EASEMENT i SET 1/2" REBAR TRANSMISSI❑N� / IiJ P❑WERE LINE STRUCTURE y// /SET 1/2"GREBAR // �N PP & P P uN 3?-'3 By 939 p,SK� BE�B �F P uL AS ECQ�BS ARKAN ' R TRANSMISSI❑N P❑WERL LINE STRUCTURE i LOT 3 TO THE CITY OF LITTLE ROCK, AR 4/ PART OF / W1/2 SW1/4, AND � PART OF W1/2 NW1/4 ! � SECTION 8 LEGEND POWER POLE LIGHT POLE + 4 SIGN WATER WATER VALVE METER v SANITARY SEWER MAN -HOLE G STORM DRAIN MAN -HOLE TELEPHONE PEDESTAL Q TP FIRE HYDRANT ft GAS METER (M DROP INLET GRATE � HANDICAP PARKING BASIS OF BEARING; IRRIGATION CONTROL VALVE-!'-' NAD-83 GRID NORTH CONC. BALLORD � COMPUTED POINTS FOUND ARSP NORTH ZONE. GUY WIRE ANCHOR �- 1/2" REBAR CONCRETE CONC. 0 35' 70' 140' POINT OF BEGINNING P.O.B. (IN FEET) ELEVATION ELEV. SCALE: I - iv FT. ACE GENERAL CONTRACTORS INC. SET 1/2" REBAR FIRM MAP 05119CO4436 303.0' CONTOUR LINE "W I., "S., MOUNTAIN INVESTMENTS, LLC NO TES SURVEY BEARINGS ARE BASED ON GRID NORTH AR STATE PLANE NORTH ZONE AS DETERMINED BY GPS THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED AND ARE TO BE USED TO DEFINE THE GENERAL DIRECTION AND TRUE ANGLES AT INTERSECTION OF PROPERTY AND LAND LINES. 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. NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION, EXCEPT WHERE SHOWN OF ANY PROPERTY CORNER MONUMENTS. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS PRIOR TO BEGINNING CONSTRUCTION. (IF APPLICABLE). SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR IN RED PRESENT ON IT. UTILITIES NOT FIELD VERIFIED. NO OTHER STATEMENT IS MADE AS TO UTILITY EXISTENCE OR LOCATION. I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN SURVEYED, THERE ARE NO GAPS OR GORES IN CONNECTION WITH THE SUBJECT PROPERTY, CORNER MONUMENTS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH EXISTING MONUMENTATION IN THE AREA AND IMPROVEMENTS IF ANY ARE AS SHOWN HEREON. DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. FOR THE USE AND BENIFIT OF: PBC PROPERTIES, LLC AND THE MUSTARD SEED, LLC ® COPYRIGHT 2021 ARKANSAS SURVEYING AND CONSULTING, INC. ALL RIGHTS RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED AND OR ALTERED IN ANY WAY WITHOUT THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. CERTIFICATE OF SURVEYING ACCURACY I, Marion Scott Foster , 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. 10-18-21 Date of Execution Marion Scott Foster P.S. Professional Surveyor 1467 CERTIFICATE OF FINAL APPROVAL Pursuant 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 regulations. Date of Execution (Signed) L. R. Planning Commission I / CERTIFICATE OF OWNER I 12.54 ACRES±We the undersigned, owners of the real estate shown and described I g herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate I % in accordance with this plat. I / I / Date of Execution Name i I DRAINAGE EASEMENT Address I /INSTRUMENT N❑,2005084083 / MOUNTAIN Source of Title: D.R. Page Instrument No. I INVESTMENTS, LLC I I I CERTIFICATE OF RECORDING I This document, number filed for record 120 I I I I I I P.O.B. TRACT 3 Q i FOUND 1/2" REBAR as o I �o w�l In Lo i zzI I L_ I I I FOUND � 1/2" I / REBAR F ❑UND -,-'*' I \- �67 1/2" 03$'54"E 19.79' (D) REBAR I I CID I 1 I O ICJ I Lo �I in Plat Book / Page / 1 FOUND 1/2" N86°41'54"W41629(M) I REBAR (Name) e). S89058'21 N86044;31;W 224.83' (M) Clerk. () FOUND S883813 W 225.00 (D)1/2"REBAR I W/CAP#12 I I UNIVERSITY OF I ARKANSAS I UNIVERSITY OF I ARKANSAS I I I I I I . PROPERTY DESCRIPTION FROM SURVEY: PART OF THE WEST HALF OF THE SOUTHWEST QUARTER AND PART OF WEST HALF OF THE NORTHWEST QUAR-TER-ALL N--SECTION -8;-fiHWNSHIP ffGE 13 +/VEST, PULAS -1 COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHWEST CORNER OF THE SAID SOUTHWEST QUARTER; THENCE NORTH 02 DEGREES 38 MINUTES 47 SECONDS EAST 1520.26 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 58 DEGREES 01 MINUTES 20 SECONDS EAST 22.25 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 02 DEGREES 13 MINUTES 45 SECONDS EAST 599.39 FEET TO A FOUND ONE HALF INCH REBAR AND THE POINT OF BEGINNING; THENCE NORTH 02 DEGREES 11 MINUTES 35 SECONDS EAST 1068.54 FEET TO A FOUND ONE HALF INCH REBAR ON THE SOUTHERN RIGHT OF WAY OF ARKANSAS HIGHWAY NUMBER 5 (STAGECOACH ROAD); THENCE ALONG THE SAID RIGHT OF WAY THE FOLLOWING FOUR (4) COURSES AND DISTANCES; THENCE NORTH 49 DEGREES 1 MINUTE 20 SECONDS EAST 194.36 FEET TO A FOUND ONE HALF INCH REBAR; THENCE 47 DEGREES 15 MINUTES 34 SECONDS EAST 48.93 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 54 DEGREES 33 MINUTES 06 SECONDS EAST 146.13 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 59 DEGREES 21 MINUTES 00 SECONDS EAST 308.97 FEET TO A FOUND ONE HALF INCH REBAR; THENCE DEPARTING SAID RIGHT OF WAY SOUTH 25 DEGREES 37 MINUTES 31 SECONDS EAST 203.12 FEET TO A FOUND ONE HALF INCH REBAR; THENCE SOUTH 02 DEGREES 24 MINUTES 08 SECONDS WEST 1325.50 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 86 DEGREES 44 MINUTES 31 SECONDS WEST 224.83 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 86 DEGREES 41 MINUTES 54 SECONDS WEST 416.92 FEET TO THE POINT OF BEGINNING, CONTAINING 850,894 SQUARE FEET OR 19.53 ACRES MORE OR LESS. 20' UTILITY AND ACCESS EASEMENT DESCRIPTION FROM SURVEY: PART OF THE WEST HALF OF THE SOUTHWEST QUARTER AND PART OF WEST HALF OF THE SAID NORTHWEST QUARTER ALL IN SECTION 8, TOWNSHIP 01 SOUTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER; THENCE NORTH 02 DEGREES 38 MINUTES 47 SECONDS EAST 1520.26 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 58 DEGREES 01 MINUTE 20 SECONDS EAST 22.25 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 02 DEGREES 13 MINUTES 45 SECONDS EAST 599.39 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 02 DEGREES 11 MINUTES 35 SECONDS EAST 807.29 FEET TO A SET ONE HALF INCH REBAR; THENCE SOUTH 53 DEGREES 29 MINUTES 01 SECONDS EAST 54.88 FEET TO A SET ONE HALF INCH REBAR; THENCE SOUTH 82 DEGREES 27 MINUTES 08 SECONDS EAST 46.22 FEET TO A SET ONE HALF INCH REBAR; THENCE NORTH 75 DEGREES 25 MINUTES 29 SECONDS EAST 82.86 FEET TO A SET ONE HALF INCH REBAR; THENCE NORTH 56 DEGREES 24 MINUTES 04 SECONDS EAST 102.80 FEET TO A SET ONE HALF INCH REBAR; THENCE NORTH 89 DEGREES 57 MINUTES 46 SECONDS EAST 157.20 FEET TO A SET ONE HALF INCH REBAR AND THE POINT OF BEGINNING OF THE CENTERLINE OF A 20 FOOT EASEMENT; THENCE ALONG THE SAID CENTERLINE FOR THE FOLLOWING TWO (2) COURSES AND DISTANCES; THENCE NORTH 03 DEGREES 10 MINUTES 57 SECONDS EAST 188.28 FEET TO A SET MAG NAIL; THENCE NORTH 32 DEGREES 49 MINUTES 53 SECONDS WEST 292.66 FEET TO A SET MAG NAIL ON THE SOUTHERN RIGHT OF WAY LINE OF ARKANSAS HIGHWAY NO 5 (STAGECOACH ROAD) AND THE POINT OF TERMINATION OF THE SAID 20 FOOT EASEMENT; SAID EASEMENT LYING 10 FEET EITHER SIDE OF THE ABOVE DESCRIBED CENTERLINE, CONTAINING 9,816 SQUARE FEET OR 0.23 ACRES MORE OR LESS. P❑,C. CTS 1-3 EASEMENT 00 CO o C❑RNER zz2 SW1/4 FAS CTI❑N 8 SH❑WN ❑N Ad RVEY BY MCGETRICK & MCGETRICK DATED 8-20-2000 Asc-server\working data\Land Projects 2004\01S_13W SECS COUNTY INE BUS CENTER.dwg CERTIFICATE OF FLOOD NOTE: Certificate of Flood Note: By graphic plotting only, parts of this property are in Zone "AE" of the flood insurance rate Map, Community Panel No. 05119C 0443G which bears an effective date of JULY 6, 2015 and is in a FINAL PLAT OF MUSTARD SEED ADDITION OF THE W1/2 OF THE W1/2 Special Flood Hazard Area. No field surveying was performed to determine O F SECTION 8 T-1- N R-13-W, this zone and an elevation certificate may be needed to verify this determination or apply for a variance from the Federal Emergency Management Agency. P U LAS K I COUNTY ARKANSAS DATE: 10-13-21 ARKANSAS SURVEYING & CONSULTING THE MUSTARD SEED, LLC & PBC PROPERTIES, LLC, SCALE: 1 "= 70' 11419/11421 STAGECOACH RD V > 9,2 6 S'.ALE'M R OAL7 V DRAWN BY: MSF/SAF © • BENTON, ARKANSAS 720 1 9W CHECKED BY: MSF W NIALVERAr, ARKANSAS, 721 04 W ■ TELE. OFFICE (501) 794-450O W LITTLE ROCK, AR ■ TELE. OFFICE (501) 304-2723 W W HOLLY GROVE ARKANSAS, 72069 • Fa I- 01S_1S] Z 8 COMM BUS ago W WEB SITE: ascsi rveyors. corn W W TELE OFFICE (501) 690- 1046 W -77,Y4 � �