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HomeMy WebLinkAboutS-1525 Map 2U BASIS OF BEARING: WEST HEIGHTS PLACE SUBDIVISION DATED MARCH 12, 1951. 4p O 40 SCALE: 1"= 40' FOUND 1 /2" REBAR SW CNR, SE 1/4, SE 1/41 SEC 15, T-1-N, R-13-W N89051'00' 24.67' NJ FOUND 1" © PIPE 0 0 CU 0 0 i� 0 O FOUND 1" PIPE T- WEST 42ND STREET (UNBUILT) SET 5/8" REBAR PT SE1 /4-SE1 /4 S15, T=01 N, R-13W ,.` ; 1.52 ACRES, M/L W W an 0 Z 0 W LLI IWO 1• W CZ G O W O 0 O Q0 O O O O CO O 0 O SET 5/8" REBAR, P.O.B S89057'13"E 149.70' 18.00' WEST 44TH STREET (UNBUILT) S89055'21 "E 150,00' ------� LOT1 11022 SQ. FT. 0.25 ACRE ± 9" L__15-0-OD � q) LOT 2 11022 SQ. FT. cp 0.25 ACRE ± I� L___15Q0�1'_-I--j ..:: LOT 3 o 11022 SQ. FT. O �p 0.25 ACRE ± zv I � I V\D - LOT 4 __J I �� 11022 SO. FT. z �, 0.25 ACRE ± Q I� �12 J L_ — 15 0- Off a J c� W LOT 5 11025 SQ. FT. 0.26 ACRE ± (U I V L — 150_OR F_------� LOT 6 11025 SQ. FT. 0.26 ACRE ± �' 905713 W 150.00 SET 5/8" I o. REBAR �? FOUND 1/2" REBAR, (TYLER) N89057'21 "W 300.34' PRELIMNARY PLAT WELLINGTON WOODS ADDITION LOTS 1 - 6 (6 LOTS) BEING A PART OF THE SE1/4-SE1/4, SECTION 15, T-1-N R-13-W PULASKI COUNTY, ARKANSAS FOUND 1" PIPE Certificate of Flood Note: By graphic plotting only, parts of this property are in Zone "C" of the flood insurance rate Map, Community Panel No. 050191 0280 B AND 0325 B which bears an effective date of November 17, 1982 and is NOT in a Special Flood Hazard Area. By telephone call dated June 3, 1999 to the National Flood Insurance Program (800-638-6620) we have learned this community does currently participate in the program. 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. PROPERTY DESCRIPTION: BEING PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 01 NORTH, RANGE 13 WEST, PULASKI COUNTY ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND 1/2 INCH REBAR AND BEING USED AS THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUAR FER OF SAID SECTION 15, THENCE NORTH 89 DEGREES 51 MINUTES 00 SECONDS EAST 24.67 FEET, THENCE NORTH 00 DEGREES 09 MINUTES 00 SECONDS WEST 18.00 FEET TO THE NORTH RIGHT OF WAY LINE OF WEST 44TH STREET, THENCE NORTH 00 DEGREES 09 MINUTES 00 SECONDS WEST 165.00 FEET ALONG THE EAST RIGHT OF WAY LINE OF WEST ROMINE STREET TO A POINT; THENCE SOUTH 89 DEGREES 57 MINUTES 13 SECONDS EAST A DISTANCE OF 149.70 FEET TO THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 22 MINUTES 15 SECONDS WEST 440.93 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF WEST 42ND STREET; THENCE SOUTH 89 DEGREES 55 MINUTES 21 SECONDS EAST 150.00 FEET TO A FOUND 1 INCH PIPE ON THE WEST RIGHT OF WAY LINE OF WELDON STREET (CENTRAL STREET); THENCE SOUTH 00 DEGREES 22 MINUTES 15 SECONDS EAST 440.85 FEET ALONG SAID WEST LINE OF WELDON STREET TO A POINT; THENCE NORTH 89 DEGREES 57 MINUTES 13 SECONDS WEST 150.00 FEET RETURNING TO THE POINT OF BEGINNING CONTAINING 1.52 ACRES MORE OR LESS. LEGEND POWER POLE LIGHT POLE + SIGN 4 WATER VALVE/METER—­ SANITARY SEWER MAN —HOLE — TELEPHONE PEDESTAL FIRE HYDRANT GAS METER SATELLITE DISH DROP INLET GRATE-911 HANDICAP PARKING BASELINE POINTS CONCRETE CONC. GUY WIRE ANCHOR—G.W.A. POINT OF BEGINNING —P.O.B. ,ELEVATION `�LEV. � NOTES SURVEY BEARINGS ARE BASED ON WEST HEIGHTS PLACE SUBDIVISION AS RECORDED IN PLAT BOOK 4 PAGE 245 PULASKICOUNTY,ARKANSAS. THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED AND ARE TO BE USED TO DEFINE GENERAL DIRECTION AND TRUE ANGLE 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 SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR IN RED PRESENT ON IT. UTILITIES NOT FIELD VERIFIED 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 THEY ARE AS SHOWN HEREON. © COPYRIGHT 2006 ARKANSAS SURVEYING AND CONSULTING INC. ALL RIGHTS RESERVED SITE LOCATION 1 , CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal of a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further provisions of said rules and regulations. This certificate shall expire----------------------- ---------------- --------------------------- Date of Execution Name dotty'.. Little Rock Planning Commission PRELIMINARY PLAT - LITTLE ROCK CERTIFICATES CERTIFICATE OF PRELIMINARY 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 exsit and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and Regulation have been complied with, The plat has been surveyed and duly filed for record in the offices of the state surveyor and the county circuit clerk and recorded within the last seven (7) years, 5 - ► o - o G y�/l� c�cr ✓ ------------------ --------------------------- Date of Execution W21 SO FIETIR Registered Professional Surveyor No. 1467, Arkansas NOTES (L) ELECTRIC SERVICE: (2.) TELEPHONE SERVICE: G I S T S (3.) GAS SERVICE: �� (4.) SEWER SERVICE: STATE of .0 (5) WATER SERVICE: ARKANSANO.1467 (6.) 5' WIDE DRAINAGE AND/OR UTILITY EASMENT z ALONG EACH SIDE LOT LINE AND A ISo WIDE DRAINGAGE o � AND/OR UTILITY EASEMENT ALONG THE FRONT AND ��5 Iu c r1�,TrD � 10' WIDE DRAINAGE AND/OR UTILITY EASEMENT ALONG MAY 1 6 2006 REAR LOT LINES UNLESS OTHERWISE SHOWN. O (7.) 25' BUILDING SET -BACK ALONG ALL ROADS. NAL LA'09 BY: _ (8_) Q %" REBAR SET AT ALL LOT CORNERS UNLESS _ OTHEWISE SHOWN. DATE: 05-05-2006 ARKANSAS SURVEYING & CONSULTING WELLINGTON WOODS SCALE: 1"= 40' PERKINS CONSTRUCTION r sszs cxILOREss ROAn DAWN BY: MSF � #® BAUXITE, ARI{AIVE'A.S 7.207 9 ® W WELDON O CHECKED BY: MSF TELE. CS®?� s02—z > 90 ® A ®FAX CSo9-) 6®2-2®28® — }'URM:II AN AtPEMPIAT ® WE -MAIL: survey_man jr0h,atm¢i1.coraW PRELIMINARY PLAT