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Home My WebLink AboutS-1590-B Map 1FND. ROW MONUMENT V a 0 M To N 1 FIN D4tCN C. MONUMENT EXIST. STS INLET TOP RIM=368.54 FL=364.14 (18" RCP W) FL=364.04 (18" RCP E) ---W BASELINE RD. _ (EXISTING 60 ROW) -_____ = -ma ___ _ _ __= S 870 47' 19' E 711.00' y - =s -� _ -- _ - - 35' BLDG SETBACK 6.74 ACRES± / REBAR \ 51 Oj982 FAIRWAY WOODS `J LOT 881 Imo• PHASE I OTTER CREEK COMMUNITY LOT 882 EXIST. SS MH #261 TOP RIM=352.49 FL=345.37 (10" PVC W) FL=344.96 (10" PVC E) � / EXIST. SS MH #259 / TOP RIM=35'.63 / _=33(10" PVC W J / -_=339.51 9.51 (10" PVC S) EXIST. SS MH #260 TOP RIM=350.60 FL=344.30 (10" PVC W) FL=343.94 (10" PVC S) FL=0.00 0 FL=0.00 0 EXIST. STS INLET TOP RIM=347.80 FL=0.00 (FULL OF DIRT) S 020 29' 00" W 11 SET 1/2"� REBAR -- I SE rear � r SET 1/2" REBAR I'v 1^ P/T #61 / P.O.B. SET 1/2" REBAR - S 020 10' 18" W 30.00' N 87° 47' 19" W 543.44' r,1 CD l ll II II II II II II II � it _N II T r �I I� II �� II ' II 1 t /2'; TAR II I II I$ U OI II O II p ,NE CORNER NW1/4, NWI/4 SECTION 5 T-1-S, R-13-t 12 W EXIST. STS INLET TOP RIM=343.17 FL=337.57 (48" RCP W) ^ry TOP R:M 343.09 FL=337.19 (48" RCP W) = CPE)FL(4REXIST. SS MH #257 /TOP RIM=343.09 FL-334.96 (10" PVC E) EXIST. SS MH #258 TOP RIM=339.77 EL=334.07 (10" PVC W) FL-333.97 (10" PVC E) POINT TABLE POINT/ DESCRIPTION NORTHING EASTING ELEVATION 60 SET PK NAIL 123214.10 118309266 344.48 61 SET PK NAIL 122887.59 1 1182961.90 1 346.33 CURVE TABLE CURVE / LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 34.55' 22-00' 89'59'24" S420 30' 42'E 31.11, C2 189.58' 356.82' 30026'31' S1r 37' 01 187.36' FLOOD PLAIN STATEMENT NO PORTION OF THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, MAP NUMBER 05119CO441G, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED JULY 6, 2015. EXIST. STS INLET TOP RIM=342.52 FL=338.85 (18" RCP W) FL=338.82 (18" RCP E) PROPERTY DESCRIPTION T r �I I� II �� II ' II 1 t /2'; TAR II I II I$ U OI II O II p ,NE CORNER NW1/4, NWI/4 SECTION 5 T-1-S, R-13-t 12 W EXIST. STS INLET TOP RIM=343.17 FL=337.57 (48" RCP W) ^ry TOP R:M 343.09 FL=337.19 (48" RCP W) = CPE)FL(4REXIST. SS MH #257 /TOP RIM=343.09 FL-334.96 (10" PVC E) EXIST. SS MH #258 TOP RIM=339.77 EL=334.07 (10" PVC W) FL-333.97 (10" PVC E) POINT TABLE POINT/ DESCRIPTION NORTHING EASTING ELEVATION 60 SET PK NAIL 123214.10 118309266 344.48 61 SET PK NAIL 122887.59 1 1182961.90 1 346.33 CURVE TABLE CURVE / LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 34.55' 22-00' 89'59'24" S420 30' 42'E 31.11, C2 189.58' 356.82' 30026'31' S1r 37' 01 187.36' FLOOD PLAIN STATEMENT NO PORTION OF THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, MAP NUMBER 05119CO441G, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED JULY 6, 2015. EXIST. STS INLET TOP RIM=342.52 FL=338.85 (18" RCP W) FL=338.82 (18" RCP E) PROPERTY DESCRIPTION CURVE TABLE CURVE / LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 34.55' 22-00' 89'59'24" S420 30' 42'E 31.11, C2 189.58' 356.82' 30026'31' S1r 37' 01 187.36' FLOOD PLAIN STATEMENT NO PORTION OF THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, MAP NUMBER 05119CO441G, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED JULY 6, 2015. EXIST. STS INLET TOP RIM=342.52 FL=338.85 (18" RCP W) FL=338.82 (18" RCP E) PROPERTY DESCRIPTION FLOOD PLAIN STATEMENT NO PORTION OF THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, MAP NUMBER 05119CO441G, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED JULY 6, 2015. EXIST. STS INLET TOP RIM=342.52 FL=338.85 (18" RCP W) FL=338.82 (18" RCP E) PROPERTY DESCRIPTION LEGEND (EXISTING SYMBOLS) SYMBOLS 0 FOUND RON PIN L INEWORK EASEMENT LIGHT PONE $ POWER POLE CURB m TELEPHONE PEDESTAL N TV PEDESTAL INTERMEDIATE CONTOUR O MANHOLE IDIX CONTOUR e SANITARY SEWER CLEANOUT S S A GAS METER SANITARY SEWER LINE D4 GAS VALVE GAS LINE G - �____� STORM SEWER PIPE W DOWN GUY WAIER LIEF (SPECIFY SIZE & TYPE) Da WATER VALVE U G T ERE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE <'81 AR RELEASE VALVE U G E lY UNDERGROUND ELECTRIC FIRE DEPARTMENT CONNECTION 0 H E o WATER METER OVERHEAD ELECTRIC ® SPRINKLER NFAO - U G TV Is ELECTRIC PEDESTAL UNDERGROUND TELEVISION - OH TV - OVERHEAD TELEVISION GRATED INLET L_ ._--------- F,=T CHAIN LINK FENCE III DROP IYET L_J MDOU FENCE BARBED WIRE FENCE s� TREE °ass TREE 70 BE REMOVED FIBER OPTIC RIGHT OF WAY ROAD CENTERLINE GENERAL NOTES: 1. VERTICAL DATUM: NAVD 38, AS DETERMINED BY GPS OBSERVATION. 2. 1/2" REBAR W/CAP SET AT ALL CORNERS UNLESS NOTED OTHERWISE. 3. ERROR OF CLOSURE EXCEEDS 1:30,000. PART OF THE NW1/4, OF THE NW1/4, SECTION 5, TOWNSHIP 1 SOUTH, RANGE 13 WEST, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NE CORNER OF NW1/4, OF THE NW1/4, OF SAID SECTION 5 THENCE S 02'10'18" W A DISTANCE OF 30.00 FEET TO SOUTH RIGHT OF WAY LINE OF BASELINE ROAD; THENCE ALONG SAID RIGHT OF WAY N 87'47'19" W A DISTANCE OF 543.44 FEET TO THE WEST RIGHT OF WAY LINE OF WIMBLEDON LOOP, ALSO BEING THE POINT OF BEGINNING; THENCE ALONG SAID WEST RIGHT OF WAY S 02'29'00" W A DISTANCE OF 11.02 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 22.00 FEET, AND A CHORD BEARING AND DISTANCE OF S 42'30'42" E, 31.11 FEET; THENCE S 02'29'00" W A DISTANCE OF 156.82 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 356.82 FEET, AND A CHORD BEARING AND DISTANCE OF S 17'37'03" W, 187.36 FEET; THENCE S 32'45'05" W A DISTANCE OF 139.07 FEET; THENCE LEAVING SAID WEST RIGHT OF WAY N 61'58'38" W A DISTANCE OF 372.52 FEET; THENCE S 64'36'57" W A DISTANCE OF 311.23 FEET; THENCE N 02'09'14" E A DISTANCE OF 472.32 FEET TO THE SOUTH RIGHT OF WAY OF BASELINE ROAD; THENCE ALONG SAID RIGHT OF WAY S 87'47'19"E A DISTANCE OF 711.00 FEET TO THE POINT OF BEGINNING, CONTAINING 6.74 ACRES MORE OR LESS. 'ESTATE OF �'�•: • ARKANSASNO. 1096 ' d^ �O = �-GIVATURE T. :l�''�f�rCy CJv'v~•'�l 500-01S-13W-D-05-440-60-1096 �Vm GRAPHIC SCALE IN FEET 40' 0 40' BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, SOUTH ZONE ;0302), DETERMINED BY GPS OBSERVATIONS. APPROXIMATE CONVERGENCE ANGLE IS , -000 14'28.82464". DISTANCES ARE STATE PLANE GRID DISTANCES. COMBINED ADJUSTMENT FACTOR = 0.999980094. 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engineering I surveying 501.664.3245 t 501.664,6704 f www.craftontull.com CERTIFICATE OFAUTHORIZATION: ^„ u, CRAFTON, TULL & r' r- ASSOCIATES, INC. No. 109 ' ��AMAS E4Gt0FF'F �. I WIMBLEDON PHASE 2 13600 WIMBLEDON LOOP LITTLE ROCK, ARKANSAS 72201 Key Plan No. Description Data I This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. STATE OF PRo1ECTNo: 17804801 ARKA�'NS'AS ISSUEDATE: 4/11/18 U CONTACT: J. KELSO CHECKED REGISTERED ISSUED FOR PROFESSIONAL CONSTRUCTION ENGINEER p 201E Crafton, T"II &Associates, Inc No.9407 FRRV J. KE�� SURVEY CONTROL SHEET C-102