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Home My WebLink AboutS-1668-B Map 2AGEE LANE 9 ' AGEE LANE IS AN EXISTING 62' - WIDE EASEMENT AND NOT PART OF -� SUBDIVIDED W THE PROPERTY BEING P.O.B. BRUNSON EXISTING 62' INGRESS AND EGRESS EASEMENT N53°31'46"W N47447'50"W LOT 1 S88005 48.48' N44041 Oi 'W 40.03' / 49.11' GRID N:152880.376 co GRID E:1170930.384 LATITUDE: 34°45'08.714" LONGITUDE:-92'28'14.511" PROPERTY DESCRIPTIONS: PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 2 TOWNSHIP 1 NORTH RANGE 14 WEST PULASKI COUNTY, I ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT A FOUND ONE HALF INCH REBAR BEING USED FOR THE ; NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 88 DEGREES 05 MINUTES 32 SECONDS WEST 713.41 ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO A POINT IN THE CENTERUNE OF A GRAVEL ROAD AND THE POINT OF BEGINNING; THENCE ALONG THE SAID CENTERLINE THE FOLLOWING TEN (10) COURSES AND DISTANCES; THENCE SOUTH 53 DEGREES 31 MINUTES 46 SECONDS EAST 41.03 FEET; THENCE SOUTH 47 DEGREES 47 MINUTES 50 SECONDS EAST 48.48 FEET TO A POINT; THENCE SOUTH 44 DEGREES 41 MINUTES 01 SECONDS EAST 49.11 FEET TO A POINT; THENCE SOUTH 39 DEGREES 11 MINUTES 26 SECONDS EAST 50.69 FEET TO A POINT; THENCE SOUTH 32 DEGREES 50 MINUTES 06 SECONDS EAST 50.19 FEET TO A POINT; i 50' INGRESS, EGRESS THENCE SOUTH 26 DEGREES 22 MINUTES 59 SECONDS EAST 49.92 FEET TO A POINT; THENCE SOUTH 16 DEGREES 20 MINUTES 15 SECONDS EAST 114.16 FEET TO A POINT; THENCE SOUTH 01 DEGREES 35 MINUTES 20 SECONDS WEST 59.57 FEET TO A POINT; THENCE SOUTH 13 AND UTILITY EASEMENT- DEGREES 47 MINUTES 08 SECONDS WEST 71.41 FEET TO A POINT; THENCE SOUTH 19 DEGREES 50 MINUTES 59 SECONDS NEST 25.73 FEET TO A POINT; THENCE DEPARTING SAID CENTERUNE SOUTH 76 DEGREES 24 MINUTES 08 SECONDS WEST 340.80 FEET TO A POINT; THENCE i AS RECORDED ON PLAT OF NORTH 10 DEGREES 15 MINUETS 01 SECONDS EAST 834.13 FEET TO A POINT ON THE SAID NORTH LINE; THENCE SOUTH 88 DEGREES 05 ;( SWEDE ADDITION MINUTES 32 SECONDS EAST 40.03 FEET TO THE POINT OF BEGINNING CONTAINING 3.00 ACRES MORE OR LESS. FUTURE TRACT 2: I PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 2 TOWNSHIP 1 NORTH RANGE 14 WEST PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT A FOUND ONE HALF INCH REBAR BEING USED FOR THE LOT NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 03 DEGREES 07 MINUTES 59 SECONDS WEST 921.29 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 36 MINUTES 24 SECONDS WEST 4-67.60 FEET TO A POINT; THENCE NORTH 86 DEGREES 33 MINUTES 57 SECONDS WEST 786.90 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF STEWART ROAD PART OF THENCE NORTH 12 DEGREES 43 MINUTES 47 SECONDS EAST 25.33 FEET ALONG THE SAID EAST RIGHT OF WAY LINE TO A POINT; THENCE SOUTH 86 DEGREES 33 MINUTES 47 SECONDS EAST 393.12 FEET TO A POINT; THENCE NORTH 10 DEGREES 15 MINUTES 01 SECONDS EAST r 262.85 FEET TO A POINT; THENCE NORTH 76 DEGREES 24 MINUTES 08 SECONDS EAST 340.80 FEET TO A POINT IN THE CENTERLNE OF A GRAVEL ROAD; THENCE SOUTH 50 DEGREES 42 MINUTES 51 SECONDS EAST 616.35 FEET TO THE POINT OF BEGINNING CONTAINING 5.07 NW1 /4-SE1 /4 ACRES MORE OR LESS. FUTURE TRACT 3: 3.00 ACRES# PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 2 TOWNSHIP 1 NORTH RANGE 14 WEST PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT A FOUND ONE HALF INCH REBAR BEING USED FOR THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 03 DEGREES 07 MINUTES 59 SECONDS C' 1 WEST 294.07 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 03 DEGREES 07 MINUTES 59 SECONDS WEST 627.22 FEET TO A POINT; THENCE NORTH 50 DEGREES 42 MINUTES 51 SECONDS WEST 616.35 FEET TO A POINT IN THE CENTERLINE OF A GRAVEL ROAD; r-q .� THENCE ALONG THE SAID CENTERLINE THE FOLLOWING THREE (3) COURSES AND DISTANCES; THENCE NORTH 19 DEGREES 50 WNUTES 59 SECONDS EAST 25.73 FEET TO A POINT; THENCE NORTH 13 DEGREES 47 MINUTES 08 SECONDS EAST 71.41 FEET TO A POINT; THENCE pD NORTH 01 DEGREES 35 MINUTES 20 SECONDS EAST 59.57 FEET TO A POINT; THENCE DEPARTING SAID CENTERUNE NORTH 88 DEGREES 46 co MINUTES 45 SECONDS EAST 480.06 FEET TO THE POINT OF BEGINNING CONTAINING 3.99 ACRES MORE OR LESS. _ p FxiSTlNG 50- WIDE INGRESS- EGSE55 ANr) U-ni ITY EASEMENT AS RECORDED ON PI AT OF LOT 1 SWEDE ADDITION: PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 2 TOWNSHIP 1 NORTH RANGE 14 WEST PULASK COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT A FOUND ONE HALF INCH REBAR BEING USED FOR THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 88 DEGREES 05 MINUTES 32 SECONDS WEST 713.41 ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO A POINT IN THE CENTERUNE OF A E SAID FIFTY 150% FOOT WIDE INGRESS EGRESS AND UTILITY EASEMENT THE CENTERUNE GRAVEL ROAD AND THE POINT OF BEGINNING OF TH BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;THENCE ALONG THE SAID CENTERLINE THE FOLLOWING TEN (10) COURSES AND DISTANCES; THENCE SOUTH 53 DEGREES 31 MINUTES 46 SECONDS EAST 41.03 FEET; THENCE SOUTH 47 DEGREES 47 MINUTES 50 SECONDS 34EAST p.80� DEGREES 1111 MINUTES 26FEET TO A PSECON SENCE EASTSOUTH 44 50.69 FEETETOEAS41 MINUTES POINT,,, THENCEiSOUTHNDS EAST 32 DEGREES11 FEET TO 50 MINUTESAPOINT; THENCE 06 SECONDS EAST50..1{93FEET TO A POINT; THENCE SOUTH 26 DEGREES 22 MINUTES 59 SECONDS EAST 49.92 FEET TO A POINT; THENCE SOUTH 16 DEGREES 20 MINUTES 15 SECONDS EAST 114.16 FEET TO A POINT; THENCE SOUTH 01 DEGREES 35 MINUTES 20 SECONDS WEST 59.57 FEET TO A PONT, THENCE SOUTH 13 DEGREES 47 MINUTES 08 SECONDS WEST 71.41 FEET TO A POINT; THENCE SOUTH 19 DEGREES 50 MINUTES 59 SECONDS WEST 25.73 FEET TO THE TERMINATION OF THE SAID CENTERLINE AND THE TERMINATION OF THE SAID FIFTY (50) FOOT WIDE INGRESS EGRESS AND UTILITY EASEMENT. 0 0 gr GRID N:152318.21E GRID E:1170828.727 LATITUDE: 34045'03.149' LONGITUDE:-92028'15.697' 1 S86633'47"E 393.12' EXISTING DWELLING FOUND 1/2" REBAR �1ll111 NE CORNER _ NW1/4 SE1/4 SECTION 2 - - T-1-N R-14-W P.O.B. I - -- -- - - - - - --- - - _ BASIS OF BEARINC S88005'32"E 713.41' 62' NAD-83 GRID NORTH 62'x300' EASEMENT a ,SRSP NORTH ZONE. i +- I 0 3060' 120' (IN FEEL i ISCALE: 1'= 60 FT. 0 LOT 1 C OF SWEDE ADDITIONco 0 I S88046'451 480.06' P.O.B. FUTURE TRACT 3 I FUTURE TRACT 3 i PART OF NW1 /4-SE 1 /4 \ 3.99 ACRES# CQ cv \ coI \ m oI \ co ca \ I FUTURE TRACT 2 \ I N39411'267 -` 50.69' N32050'06'VP i 50.19' S01"35'2( 59.57' S1364TOI 71.41' S19650'59 25.73' N26°22'59"W 49.92' 25' BUILD, LINE N16020'15' VP 114.16' PART OF \ NW1/4-SE1/4 5.07 ACRES± N86°33'57"W 786.90' - - - --- _ �- low NOTES toSURVEY BEARINGS ARE BASED ON GRE NORTH AR STATE PLANE NORTH ZONE DETERMINE BY GPS (1) ELECTRIC SERVICE: ENTERGY ARKANSAS (2) TELEPHONE SERVICE: AT&T INC. (3) GAS SERVICE: CENTER POINT ENERGY (4) SEWER SERVICE: NONE (PRIVATE SEPTIC SYSTEM) (5) WATER SERVICE: CENTRAL ARKANSAS WATER. (6) BUILDING SETBACK LINES SHALL BE 25 FEET UNLESS OTHERWISE SHOWN. (7) (;) 5/8" REBAR SET AT ALL LOT CORNERS UNLESS OTHERWISE SHOWN. SERVEM&Land Project 2004\01N_14W AGEE LANE SWEDEkdwg\BRUNSON SPLITE2.dwg THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED ANDARE TO BE USED TO DEFINE THE GENERAL DIRECTION AND TRUE ANGLES AT INTERSECT0 OF PROPERTY AND LAND LINES. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENOTS. 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 L)CATION, EXCEPT WHERE SHOWN OF ANY PROPERTY CORNER MONUMENTS. NO STATEMENT IS NNE CONCERNING SUBSURFACE CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALLMEASUREMENTS 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 OTHERSTATEMENT IS MADE AS TO UTILITY EXISTENCE OR LOCATION. I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEP SURVEYED, CORNER MONUMENTS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH EXISTING MONUMENTATION IN THE AIEA AND IMPROVEMENTS IF ANY ARE AS SHOWN HEREON. DECLARATION IS MADE TO OPIGINAL PURCHASER OF THE SARVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. ®COPYRIGHT 2013 ARKANSAS SURVEYING AND CONSULTIN4 INC. ALL RIGHT RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. '210 OF AUTNO� rye ARKANSAS a' J SURVEYING AND CONSULTING INC. Q N0. 1482 t.+ OIST84'% .,AUaL �NAL0.. P.O.B. FUTURE TRACT 2 N89036'241 467.60' FICATE OF FLOOD NOTE BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE 'C' OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 050179 0236C WHICH IS NOT A PRINTED PANEL IT IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY REVISED 5-14-2013 MANAGEMENT AGENCY. SITE LOCATION MAP (NO SCALE) 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. DATE OF EXECUTION GAYLON BRUNSON 17901 AGEE LANE LITTLE ROCK, AR 72223. INSTRUMENT NO. 99070226 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 LITTLE ROCK PLANNING COMMISSION ERTIFICATE 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 COMPILED WITH. DATE OF EXECUTION MARION SCOTT FOSTER PROFESSIONAL SURVEYOR NO. 1467, ARKANSAS CERTIFICATE OE FINAL APPROVA PURSUANT OF THE PULASKI COUNTY SUBDIVISION RULES AND REGULATIONS, THIS DOCUMENT WAS GIVEN APPROVAL BY THE PULASKI COUNTY PLANNING BOARD AT A MEETING HELD- 2011. ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION NAME (SIGNATURE) DIRECTOR PULASKI COUNTY PLANNING AND DEVELOPMENT CERTIFICATE OF RECORDING: --IS DOCUMENT, NUMBER ----- Y____ 2 11 ______ , IN PLAT BOOK __-___ ,FILED FOR RECORD__-____-, FINAL PLAT LOT 1 BRUNSON ADDITION BEING A PART OF SECTION 2 , T-1-N, R-14-W PULASKI COUNTY, ARKANSAS DATE: 04-02-2013 ARKANSAS SURVEYING & CONSULTING SCALE: 1 "= 60' 19Z6 SALE~" FLOA1->V DRAWN BY: MSF/KST N BENTON, ARKANSAS 72019V [CHECKED BY: MSF WFEEL-E. (S01) 794-4S00Iff ® I FAX. SO13 794-4501 FILE NAME: BRUNSON SPLIM I W MALVERN AR OFFICE 304-2723 W ff E-MAIL:survey-man jr bhotmail.comW BRUNSON PROPERTY 500-01N-14W-0-02-240-60-1467