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Home My WebLink AboutS-1668-A Map 27 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. 5-/r-/ G DATE OF EXECUTION M. SCOTT FOSTER REGISTERED LAND SURVEYOR N0. 1467, ARKANSAS AGEE LANE IS AN EXISTING 62' WIDE EASEMENT AND NOT PART OF THE PROPERTY BEING SUBDIVIDED CERTIFICATE OF FINAL APPROVAL �GZSTE4�N STATE OF ARKANSAS N0. 1487 SIGNA'n= tPf wa 5� �A L L 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. �01 (�A/l L-�4� DATE FEXECUTION LITTLE ROC ANNING COMMISSION AGEE LANE EXISTING 62' INGRESS AND EGRESS RESS EASEMENT----_� PURSUANT OF THE PULASKI COUNTY SUBDIVISION RULES AND REGULATIONS, THIS DOCUMENT WAS GIVEN APPROVAL BY THE PULASKI COUNTY PLANNING BOARD AT A MEETING HELD .mod—---_—,2011. ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN THE AUTHORITY OF SAID RULES AND REGULATIOj E DATEOF XEC TION N ME SIGNATURE DIRECTOR PULASKI COUNTY PLANNING AND DEVELOPMENT BASIS OF BEARING: NAD-83 GRID NORTH ARSP NORTH ZONE. 0 30 60 __iiiiia SCALE: 1"= 60' N53°31'46" 41.03' GRID N:152879.043 GRID E:1170970.397 N47°47'50 LAETUDE: 34'45'08.703" LONGITUDE:-92"28'14.031" 48.48' CERTIFICATE OF FI-OOD 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 MANAGEMENT AGENCY. NOTES (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• O (7) 0 5/8" REBAR SET AT ALL LOT CORNERS UNLESS OTHERWISE SHOWN- 0 AO T � y51 � -. __ _... _. 393.12' �; - - --- -- 786.90' _ CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD_, 2011 iN PLAT BOOK_ PAGE 2011029051 Received 507r2011 10 25 0' Recorded: 05f i12011 '0 30 5' AM riled A Recorded in Of'riciii Records of Larry Crane PULASKI COUNTY CifQCUITICOUNTY CL FQ*- Fees S15.00 3 9 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. -5//5 jol/ S DATE OF EXECUTION GAYLON BRUNSON 17901 AGEE LANE LITTLE ROCK,AR 72223. INSTRUMENT NO. 99070226 SUBDIVIDER: GRANT AND ROBIN SWEDE 13504 RIDGEHAVEN ROAD LITLE ROCK, AR 72211 ACE OF AUp�O �' ARKANSAS V SURVEYING AND CONSULTING INC. NO. 1462 OR - FOUND 1/2" REBAR NE CORNER NW1/4 SET/4—SEC-TI N —2—I T-1—N R-14—W P.0.B. N44041'01"W S88°05 32 Z49.11I N39011'26" W 50.69' N32050'06"W 50.19' 6°22'59W BUILDING LINE LENGT 49.92 386,45' 25' BUILD, LINE 50' INGRESS, EGI�ES `' 1 » AND UTILITY EASEMENT 16°2015 W TU BE DEDICATED BY THIS PLAT 114.16 3.41' EXISTING 62'X30W EASEMENT LOT 1 PART OF C\2 NW1/4=SE1/4 4.00 ACRES LO MORE OR LESS a co S8804645W 480.06' 07) W I Y% i� FUTURE DEVELOPMENT (NOT PART OF THIS PLAT) .i LEGEND POWER POLE 0 LIGHT POLE + SIGN I� WATER VALVE/METER ..I SANITARY SEWER MAN —HOLE -0 TELEPHONE PEDESTAL FIRE HYDRANT It GAS METER AN SATELLITE DISH DROP INLET GRATE HANDICAP PARKING BASELINE POINTS —zL CONCRETE CONIC. GUY WIRE ANCHOR-G.W.A. POINT OF BEGINNING —P.O.B. ELEVATIO LEV. GRID N:152855.294 GRID E:1171683.406 IATMJDE: 34"45'08.501" LONGITUDE:-92'28'05.485" N40 TES SURVEY BEARINGS ARE BASED ON 3RID NORTH AR STATE PLANE NORTH ZONE DETEP.MINE BY CPS 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 EASMENTS, RESTRICTIVE CONVENANTS, 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 VERIFING ALL MEASUREMENTS PRIOR TO BEGINNING CONSTRUCTION. SURVEY VAUD ONLY IF PRINT HAS ORIGINAL SEAL ANID 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, 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 SUBSEatENT OWNERS. 0 COPYRIGHT 2011 ARKANSAS SURVEYING AND CONSULTING, INC. ALL RIGHT RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. SITE LOCATION MAP (NO SCAT PROPERTY DESCRIPTION: PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 2 TOWNSHIP 1 NORTH RANGE 14 WEST PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARY DESCRIBED AS FOLLOWS; BEGINNING 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 A POINT; (HENCE SOUTH 88 DEGREES 46 MINUTES 45 SECONDS WEST 480.06 FEET TO A POINT IN THE CENTERLINE OF A GRAVEL ROAD; THENCE ALONG THE SAID CENTERLINE THE FOLLOWING SEVEN COURSESS AND DISTANCES; THENCE NORTH 16 DEGREES 20 MINUTES 15 SECONDS WEST 114.16 FEET TO A POINT; THENCE NORTH 26 DEGREES 22 MINUTES 59 SECONDS WEST 49.92 FEET TO A POINT; THENCE NORTH 32 DEGREES 50 MINUTES 06 SECONDS WEST 50.19 FEET TO A POINT; THENCE NORTH 39 DEGREES 11 MINUTES 26 SECONDS WEST 50.69 FEET TO A POINT; THENCE NORTH 44 DEGREES 41 MINUTES 01 SECONDS WEST 49.11 FEET TO A POINT; THENCE NORTH 47 DEGREES 47 MINUTES 50 SECONDS WEST 48.48 FEET TO A POINT; THENCE NORTH 53 DEGREES 31 MINUTES 46 SECONDS WEST 41.03 FEET TO A POINT ON THE NORTH LINE OF THE SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 88 DEGREES 05 MINUTES 32 SECONDS EAST 713.41 FEET TO THE POINT OF BEGINNING CONTAINING 4.00 ACRES MORE OR LESS. FINAL PLAT SWEDE ADDITION Z - LOT 1 I BEING A PART OF j SECTION 2 , T-1-N, R=14=W 467.60' PULASKI COUNTY, ARKANSAS I I REVISED 5-11-2011 .---.DATE: 03-13-2011 ARKANSAS SURVEYING & CONSULTING SCALE: 1 "_ '60' ---- -- - P 19ZEa SALEM F2C7A�1- i DRAWN BY: SF W BENTON, ARKANSAS 72019W CHECKED BY: MSF S 0 TELE_ CSO13 794-4500ff v FAX. SO1� 794-4501 FILE NAME: SECTION 2 V SHERIDAN AR OFFICE 883-039S R • E-MAIL: survey__man__1r0hotmai1.l-omV pIgnea BY: � DATE: SWEDE ADDITI( AG E LAN I�TAL, 1:::3 L-'4 PULASKI COUNTY,