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Home My WebLink AboutS-1668-B Map 1G Q O .. a _ , y . 4', c i , q 4 AGEE LANE IS AN EXISTING 62 WIDE EASEMENT AND NOT PART OF THE PROPERTY BEING SUBDIVIDED Lu cc AGEELANE EXISTING 62' INGRESS AND EGRESS EASEMENT 4, .. 4 4 . i 4_ ... 4 N53°31'46"W i P.O.B. BRUNSON N47047'50"W LOT 1 i S88.05 48.48' N4,V41'011 1 40.03' / 49.11' GRID N:152880.376 GRID E:1170930.384 ' LATITUDE: 34°45'08.714" LONGITUDE:-92'28'14.511" PROPERTY DESCRIPTIONS: PIART 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 NORTH 88 DEGREES OS MINUTES 32 SECONDS WEST 713.41 ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO A POINT IN THE CENTERLINE 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; 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 DEGREES 47 MINUTES 08 SECONDS WEST 71.41 FEET TO A POINT; THENCE SOUTH 19 DEGREES 50 MINUTES 59 SECONDS WEST 25.73 FEET POINT,TO A 110 DE REES 15 MIINUETS 01ASECON SECONDSEAST83 37FEEDTETOEA MINUTESES 24 340.80 FEET POINT ON THE SAID NORTH UNE THENCE 98PTHENCE DEREES05E NORTH MINUTES 32 SECONDS EAST 40.03 FEET TO THE POINT OF BEGINNING CONTAINING 3.00 ACRES MORE R LESS. FUTURE TRACT 2: 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 WEST 921.29 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 36 MINUTES 24 SECONDS WEST 467.60 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 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 GRAVEL ROAD;262.85 FEET OIHENCE SOUTHEN50 DCE EGREES 42 MTH 76 GINUTESREES 251MSECON05 EAST 6INUTES 08 Nfi35 FEET T'0 THE DS EAST 340.80 EPOINT ET OOF BEGINNING CONTAIA PIDINT IN THE NNGN5.07F A ACRES MORE OR LESS. FUTURE TRACT 3: PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARK OF SECTION 2 TOWNSHIP 1 NORTH RANGE 14 WEST PULASKI COUNTY, ARKANSAS BEING MORE NORTHEAST CORNER OF INFO ORIHRLY WESTESCRIBED AS FOR THE QUARTER OFFTHE SOUTHEASTENCING AT A FOUND ONE HALF INCH QUARTER; THENCE SOUTH 03 DEGREES8AR 07 MIEING UNUTES 5599 SEC DS 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 RAVEL ROAD; THENCE ALONG THE SAID CENTERLINE THE FOLLOWING THREE (3) COURSES AND DISTANCES; THENCE NORTH 19 DEGREES 50 MINUTES 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 NORTH 01 DEGREES 35 MINUTES 20 SECONDS EAST 59.57 FEET TO A POINT; THENCE DEPARTING SAID CENTERLINE NORTH 88 DEGREES 46 MINUTES 45 SECONDS EAST 480.06 FEET TO THE POINT OF BEGINNING CONTAINING 3.99 ACRES MORE OR LESS. INGRESS EGRESS AND UTILTY EASEMENT AS RECORDED ON PLAT OF LOT 1 SWEDE ADDITION: PART OF THE NORTHWEST QUARK OF THE 50UTHEAST QUARTER R SECTION 2 TOWNSHIP 1 NORTH RANGE 14 WEST PULASKI COUNTY, ARKANSAS R THE NORTHEASTB CORNER OF THE EING MORE nN RTHRWESTT QUARTER ASLY DESCRIBED FOLLOWS; FTHE SOUTHEAST E QUARTER; THENCE NORTH 88 DEREESNCING AT A FOUND ONE HALF INCH B05 MINUAR G1,00 O- - 32 SECONDS WEST 713.41 ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO A POINT IN THE CENTERJNE OF A GRAVEL ROAD AND THE POINT OF BEGINNING OF THE SAID FIFTY (50) FOOT WIDE INGRESS, EGRESS AND UTILITY EASEMENT THE ENTERUNE 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 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 20 15 SECONDS EAST 114. 6UTH FEET6TOEEES ARPONT2THEN E SOUTHMINUTES 59ECONDS 01 DEGRE ST35 MINUTES 20 SECONDS WESSTTE59•�FEE TH 6TO A'PONT, THEN ES 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 WIDE INGRESS EGRESS AND THE TERMINATION OF THE SAID FIFTY (50) FOOT AND UTILITY EASEMENT. O N12043'47"E 25.33' GRID N:152318.21E GRID E:1170828.721 LATITUDE: 34°45'03.149' LONGITUDE:-92°28'15.697' rl I 1 I I I f i 50' INGRESS, EGRESS AND UTILITY EASEMENT- AS RECORDED ON PLAT OF SWEDE ADDITION LOT 1 NW1 /4=SE1 /4 t 3.00 ACRES# P4 ti C"-) co 0 0 �r i I S86°33'47-E 393.12' _ N86033'571 786.90' NOTES SURVEY BEARINGS ARE BASED ON GRIO NORTH AR STATE PLANE NORTH ZONE DETERMINE BY GPS EXISTING DWELLING N39°11'26"W 50.69' N32050'061 50.19' 59.57' S13°47'01 71.41' 6°22'59"W N2 49.92' 25' BUILD. r� LINE N16920'15'1V 114.16' FOUND 1/2" REBAR NE CORNER NW1/4 SE1/4 S€CTKW2- -� T-1-N R-14-W P.O.B. I S88005'32'E 713.I1' 6271 62'X300' EASEMENT i R) C I 0 C72 IN 'ai I t` O I Lz7 O �J I I P.O.B. FUTURE I TRACT 3 i I FUTURE TRACT 3 OF SWEDE ADDITION S88046'45W 480.06' PART OF NW1 /4-SE1 /4 \ 3.99 ACRES# i \ \ \ \ FUTURE T CT PART OF \ NW1 /4-S1/4 5.07 ACRES± 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. (1) NOTES ELECTRIC SERVICE: ENTERGY ARKANSAS 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). OF AU AgCkNS ro V SURVEYING dND CONSULTING INC 2 ( ) (3) (4) ( 5) TELEPHONE SERVICE: AT&T INC. GAS SERVICE: CENTER POINT ENERGY SEWER SERVICE: NONE (PRIVATE SEPTIC SYSTEM) WATER SERVICE: CENTRAL ARKANSAS WATER. SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR IN RED PRESENT ON IT. UTILITIES NOT FIELD VERIFI®• NO OTHER STATEMENT IS MADE AS TO UTILITY EXISTENCE OR LOCATION. I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN SURVEYED, CORNER MONUMENTS HAVE BEEN ESTABLISHED IN ACCORDANCE NTH EXISTING MONUMENTATION IN THE AREA AND IMPROVEMENTS IF ANY ARE AS SHOWN HEREON. NO. 1482 4A _ (6) BUILDING SETBACK LINES SHALL BE 25 FEET UNLESS OTHERWISE SHOWN. DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS ORSUBSEQUENT OWNERS. (7) (i 5/8" REBAR SET AT ALL LOT CORNERS UNLESS OTHERWISE SHOWN. m COPYRIGHT 2013 ARKANSAS SURVEYING AND CONSULTING, INC. ALL RIGHT RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. SERVERW1Land Project 2004101 N_14W AGEE LANE SWEDE1dwgSRUNSON SPLITE2.dwg S19°50'5E 25.73' COI S TER 4d NO. 1"71 a amp dEq �t1'1P �m � b� . t 5 P.O.B. FUTURE \ TRACT 2 N89036'24"W 467.60' Cc2 C\2 i` co 0 o� I O� co 0 I CERTIFICATE 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. BASIS OF BEARING NAD-83 GRID NORTH ARSP NORTH ZONE. 0 3060, 120' ( IN FEET ) SCALE: I'= 60 FT. 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 11FICATE 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. DATE OF EXECUTION MARION SCOTT FOSTER PROFESSIONAL SURVEYOR NO. 1467, ARKANSAS RTIFICATE OF FINAL APPROVAL: PURSUANT R 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: THIS DOCUMENT, NUMBER--,__-__ ,FILED FOR RECORD___________, 2011 _ , IN PLAT BOOK------- PAGE__ 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 SALEM FZOAc>r DRAWN BY: MSF/KST 9 BENTON, ARKANSAS 72019F �TEt_E. S01794--t CHECKED BY: MSF ® ■ F=^><. <So11) 79.4--V FU NAME: BRUNSON SPIM NMALVERN AR OFFICE 304-2723 r ■ E- MAIL: survey_man-jrohotmail.com� BRUNSON PROPERTY A � _P, 1E] I�A N ]EJ I N A I_, ]C I_,A']T 500-01N-14W-0-02-240-60-1467