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HomeMy WebLinkAboutS-1668-B Map 3QZj'jL AGEE LANE EXISTING 62' INGRESS AND EGRESS EASEMENT _. 4 . . 4 . . . . 9- 4 - -AGEE LANE IS AN EXISTING 62' -� WIDE EASEMENT AND NOT PART OF WTHE PROPERTY BEING SUBDIVIDED Full cc LOT: 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 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 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 TO A POINT; THENCE DEPARTING SAID CENTERLINE SOUTH 76 DEGREES 24 MINUTES 08 SECONDS WEST 340.80 FEET TO A POINT; THENCE NORTH 10 DEGREES 15 MINUETS 01 SECONDS EAST 834.13 FEET TO A POINT ON THE SAID NORTH UNE; THENCE SOUTH 88 DEGREES 05 MINUTES 32 SECONDS EAST 40.03 FEET TO THE POINT OF BEGINNING CONTAINING 3.00 ACRES MORE OR 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 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 UNE OF STEWART ROAD • THENCE NORM 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 262.85 FEET TO A POINT; THENCE NORTH 76 DEGREES 24 MINUTES 08 SECONDS EAST 340.80 FEET TO A POINT IN THE CENTERLINE OF A GRAVEL ROAD; THENCE SOUTH 50 DEGREES 42 MINUTES 51 SECONDS EAST 616.35 FEET TO THE POINT OF BEGINNING CONTAINING 5.07 ACRES MORE OR LESS. FUTURE TRACT 3: 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 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; 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. EXISTING 50 WIDE INGRESS EGRESS AND UTILITY EASEMENT AS RECORDED QN PLAT OF LOT 1 SWEDE ADDITION: PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER CF 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 CENTERJNE OF A GRAVEL ROAD AND THE POINT OF BEGINNING OF THE SAID FIFTY (50) FOOT WIDE INGRESS, EGRESS AND UTILITY EASEMENT THE CENTERLINE 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 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 TO THE TERMINATION OF THE SAID CENTERLINE AND THE TERMINATION OF THE SAID FIFTY (50) FOOT WIDE INGRESS,EGRESS AND UTILITY EASEMENT. 4 4: 4 N53031'46"W �. 41: P.O.B. BRUNSON N47047'50"W LOT 1 S88°05 48.48' N44041'01'V 40.03' / 49.11' GRID N:152880.376 GRID E:1170930.384 LATITUDE: 34°45'08.714" LONGITUDE:-92°28'14.511" GRID N:152318.21E GRID E:1170828.727 LATITUDE: 34°45'03.149' LONGITUDE:-92°28'15.697' 50' INGRESS, EGRESS AND UTILITY EASEMENT AS RECORDED ON PLAT OF SWEDE ADDITION LOT 1 PART OF NW1 /4-SE1 /4 3.00 ACRES# EXISTING DWELLING N12043'47"E 25.33' S86°33'47"E 393.12' N86033'57'W 786.90'` NO TES coSURVEY BEARINGS ARE BASED ON GRID NORTH AR STATE PLANE NORTH ZONE DETERMINE 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 ONES. 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. NOTES NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. (1) ELECTRIC SERVICE: ENTERGY ARKANSAS CONTRACTOR IS RESPONSIBLE FOR VERIFYING All MEASUREMENTS PRIOR TO BEGINNING CONSTRUCTION. (IF APPLICABLE). (2) TELEPHONE SERVICE: AT&T INC. SURVEY VAUD ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR IN RED PRESENT ON IT. (3) GAS SERVICE: CENTER POINT ENERGY (4) SEWER SERVICE: NONE (PRIVATE SEPTIC SYSTEM) UTILITIES NOT FIELD VERIFIED. NO OTHER STATEMENT IS MADE AS TO UTILITY EXISTENCE OR LOCATION. (5) WATER SERVICE: CENTRAL ARKANSAS WATER. I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN SURVEYED, CORNER MONUMENTS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH EXISTING MONUMENTATION IN THE AREA AND IMPROVEMENTS IF ANY ARE AS SHOWN HEREON. (6) BUILDING SETBACK LINES SHALL BE 25 FEET UNLESS OTHERWISE SHOWN. DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE SURVEY.OIT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT S. (7) (_i 5/8" REBAR SET AT ALL LOT CORNERS UNLESS OTHERWISE SHOWN. © 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. SERVEF LLand Project 2OD410IN_14W AGEE LANE SWEDEdwg1BRUNS0N SPLRE2.dwg N39°11'261 50.69' N32050'06"W -` 50.19' 59.57' S13°47'0! 71.41' S19°50'5E 25.73' i ----------------- N26022'591 49.92' 25' BUILD, ��- LINE N16°20'15"W 114.16' S88005'327 713. I1' L- FOUND 1/2" REBAR NE CORNER NW1/4 SE1/4 SECTION 2 - --I T-1-N R-14-W P.O.B. ---- -- 62' I 62'X300' EASEMENT f�U I 0 cv OF SWEDE c S r_ DDITIN M i S88046'45"W 480_06'__ LOT 1 CD I I P.O.B. FUTURE TRACT 3 I i I I FUTURE TRACT 3 PART OF BASIS OF BEARING NAD-83 GRID NORTH ARSP NORTH ZONE. 0 30°a' 120' [ IN FEET ) SCALE. I'= 60FT. 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 EXECU110N 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. 1mW1 /4-SE119 I DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION 1 I \ 3.99 ACRES= CERTIFICATE OF SURVEYING ACCURACY: \ c I I, MARION SCOTT FOSTER, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS alm 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 \ o COMPLIED WITH. vo] DATE OF EXECUTION MARION SCOTT FOSTER \ I PROFESSIONAL SURVEYOR NO. 1467, ARKANSAS \ CERTIFICATE OF FINAL APPROVAL: \ PURSUANT OF THE PULASKI COUNTY SUBDIVISION RULES AND REGULATIONS, THIS DOCUMENT WAS \ I GIVEN APPROVAL BY THE PULASKI COUNTY PLANNING BOARD AT A MEETING HELD-- 2011. ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN FUTURETRACT 2 \ THE AUTHORITY OF SAID RULES AND REGULATIONS. PART OF - -- \ I DATE OF EXECUTION NAME (SIGNATURE)N W 1 /4-S E 1 /4 \ DIRECTOR PULASKI COUNTY PLANNING AND DEVELOPMENT 5.07 �� ACRES# CERTIFICATE OF RECORDING: Y® \ THIS DOCUMENT, NUMBER____________ ,FILED FOR RECORD____-_-__, \ 2011_____ , IN PLAT BOOK____- . PAGE __---_-__-_- P.O.B. FUTURE \ OF AUTjto ARKANSAS �p SURVEYING AND Z CONSULTING INC. NO. 1462 TRACT 2 FINAL PLAT LOT 1 N89036'24'W 467.60' BRUNSON ADDITION CERTIFICATE OF FLOOD NO I BEING A PART OF BY GRAPHIC TING 050179 OD INS RANGE ONLY, ATEWHICH IS AP, COMMUNITY PANEL A L NOT ON OF SECTION 2 , Tm l =N, R=14=W THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL N0. SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS PULASKI COUNTY ARKANSAS 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 �OISTg4� STATE OF d REVISED 5-14-2013 MANAGEMENT AGENCY. DATE: 04-02-2013 ARKANSAS SURVEYING & CONSULTING 4V SCALE: 1 "= 60' o o� w DRAWN BY: MSF/KST � 19Z6 SALEM F20A�� ■ BENTON, ARKANSAS 72019E C s b�,� a4 CHECKED BY: MSF 'TELE_ W �501) 794-4500f r� 0 ® FAX _ CSO 13 794--et 501 VAL LN FILE NAME: BRUNSON SPLIT2 W MALVERN AR OFFICE 304-2723 V ff E-MAIL: survey man-jr@hotmail.comW BRUNSON PROPERTY .A G 1F, El T__,A. TNT E 500-OIN-14W-0-02-240-60-1467