The URL can be used to link to this page

Home My WebLink About-1113 Map 5ts r,(;W ` VICINITY MAP N »58'3a 19 ° E R z z * 4 tat o � {y Q 4 13C � R= C G M 14' Z W o J N N 0 .4- PT f cJ N� =o s, r 6 1" - 100' -1 100 0 t00 200 CURVE # 1 CURVE # 2 CURVE # 3 CURVE # 4 A = 52'26'43" A = 06'17'39" A = 21'30'46" A = 22'38'21" R = 900.00 R = 600.00 R = 640.00 R = 1240.00 L = 823.81 L = 65 91 L = 240.30 L = 489.96 T = 443.30 T = 32.99 T = 121.58 T = 248.22 C = 795.35 C = 65 851 C = 238.89 C = 486.78 CURVE # 5 CURVE # 6 CURVE # 7 CURVE # 8 A = 41'14'44" A = 33'03'08" A = 78'32'20" A = 87'21'37" R = 150.00 R = 375.00 R = 480.00 R = 450,00 L = 107.98 L = 216.33 L = 657.97 L = 686.13 T = 56.45 T = 111.27 T = 392.45 T = 429.73 C = 105.66 C = 213.34 C = 607.65 C = 621.57 CURVE # 9 A = 175'28'20" R = 15000 N 00'33'22" E 90.18-\ L = 459.40 T = 3794.34 C = 299.77 MINIMUM FINISHED FLOOR ELEVATION IS 364.0 FOR LOTS 18 AND 19 AS PER COMMUNITY PANEL NUMBER 050179 0.N81C DATED MAY 16, tN3 NOTES: 1, BEARING DATUM DERIVED FROM PAGIS MONUMENT g 2073 2. IRON PINS (IY4 REBAR) SET AT ALL LOT CORNERS 3. UNEAR ERROR OF CLOSURE EXCEEDS 1/10000 UNADJUSTED 4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES 5. ALL LOTS ABUTTING ALLEYS HAVE A 3' EASEMENT ALONG THE ALLEY. 6. ALL EASEMENTS SHOWN ARE 10' IN WIDTH UNLESS OTHERWISE NOTED. N 89'06'49" W 839.39' ldwft, S 84-12.59" E 1 ':FATE PLANE COROINATES NORTHING. EASTING -- 1 305 - I 144318W144556.385 '188481.269 1187641.979 1187635.840 1187616.286 1187601.918 1187610-583 7 145141.130 1187754.540 8 145183.013 1187797.502 9 145325.037 1188074.842 10 145399.118 118829 7.618 11 145379.486 1188491.446 12 145469.662 1188492.321 13 145429.366 1189505.414 14 145036.045 1189489.769 15 144652.728 1189288.178 - 16 144509.979 1189481-441 16A 144418.058 1189420.744 17 144282.086 1189379.704 18 144299.400 1188950.273 19 144629.4450 1188957-070 20 144648.259 1188484.434 100 YEAR FLOODPLAIN t 1 to SE Corner, SE 1/4 of Section 8. T-1-N R-13-W, Pulaski County Ark. N 8r41'28" W 429.78 PF,-PEPTr PART +F THE SEt/''v_0Ei/4 OF SECTION 8 AND PART OF THE SWt/4 SW1/4 OF SECTION 9, T-1-N, R-13-W, LITTLE ROCK. PULASKI COUNTY, ARKANSAS, MORL PARIICULARLY DESCRIBED AS: BEGINNING AT THE SE CORNER OF THE SE 1/4 OF SECTION 8, T-1-N, R-13-W: THENCE N 89'06'49" W ALONG THE SOUTH LINE OF THE SE 1/4 839.39'; THENCE N 02'25'07" W 145.48'; THENCE N13'46'35"W 82-11' TO A POINT ON THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A CENTRAL ANGLE OF 25'56'04" AND A RADIUS OF 610 00'); THENCE IN A NORTHWESTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO THE RIGHT TO A POINT WHICH 15 NO3'00'41"W 273.76' FROM THE PREVIOUSLY DESCRIBED POINT; THENCE N09'59'43"E 50.0' TO A POINT ON THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A CENTRAL ANGLE OF 28'16'59" AND A RADIUS OF 612.0'); THENCE IN A NORTHEASTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO THE RIGHT TO A POINT WHICH IS N28'46'34"E 299.05' FROM THE PREVIOUSLY DESCRIBED POINT; THENCE N45'43'38"E 60.0' TO A POINT ON THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A CENTRAL ANGLE OF 29'06'25" AND A RADIUS OF 620.0'); THENCE IN A. NORTHEASTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO THE RIGHT TO A POINT WHICH IS N62'53'00"E 311.59' FROM THE PREVIOUSLY DESCRIBED POINT; THENCE N71'36'22'E 234.77'; THENCE S84'12'59"E 194.82'; THENCE NOO'33'22'E 90.18'; THENCE S87'43'20"E 1013.89 ; THENCE S02'16'40"W 393.63'; THENCE S27'44'26"W 433.09'; THENCE S53'32'57"E 240.27' TO A POINT ON THE WEST R/W LINE OF BOWMAN ROAD (SAID POINT ALSO BEING ON THE ARC OF A CURVE 10 THE LEFT HAVING A CENTRAL ANGLE OF 33'17'02" AND A RADIUS OF 435.72'); THENCE IN A SOUTHWESTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO THE LEFT TO A POINT WHICH IS S33'26'14"W 110.15' FROM THE PREVIOUSL'( DESCRIBED POINT; THENCE CONTINUE ALONG THE ARC OF SAID CURVE TO THE LEFT TO A POINT ON THE SOUTH LINE OF THE SWIi4 SW1/4 OF SECTION 9 WHICH IS S16'47'43"W 142.03' FROM THE PREVIOUSLY DESCRIBED +'DINT: THFTHENCE N80'41'E8"W ALONG: THE SOUTH LINE OF THE SW1/4 SW1/4 OF SECTION _ 42 R'. 330.13% THENCE N07'43'20"W 473.01' TO A POINT ON THE WEST LINE OF D THE 4 SWIIINT OF THENCE S00'32'54" YJ ALONG THE WEST LINE OF SAID SWt/4 SWI, BEGINNING, CONTAINING 40.56 ACRES, MORE OR LESS. I U CERTIFICATE OF ENGINEERING ACCURACY I, PATRICK M._MCGETRICK ------ HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPSENTS A PLAN MADE BY ME, AND THE ENGINEERING REQUIREMENTS OF THE RE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. SIGNED 9/18/96 _ _ --_��_ 6��fC EUj716� OF EXECUTION NAME, REGISTER D PROFESSIONAL ENGINEER No �`�66__ ARKANSAS CERTIFICATE OF SURVEYING ACCURACY 1-ROBERT C_ LOWE--- --- - HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN, SIOEREGAISTE�4F�DLA 9/18/96 _ ------------------- - DATE OF EXECUTION NSURVEYOR No.j A CERTIFICATE OF OWNER iWE, 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. SIGNED r ` 3 q o--------- _ �-- DATE OF EXECI ITION NAME ADDRESS SOURCE OF 11TLE: D.R. _ - - - - - PAGE INSTRUMENT No.tv-jj "(03 CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITLE ROCK SUBDIVISION RULES AND REGUALTIONS, 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 Rf GULATIONS. ;'G ------------------------ DATE OF EXECUTION . PG COMMISSION CERTIFICATE OF RECORDING THIS D04 ENT, NUMBER _ FILED FOR RECORD _ 19 IN PLAT SIGNED CLERK OF AA I AIN-46 `rs iB01 T� L INEER k- ,91p No.4566 2�#I ��,� M. W_?o �� 1 FINAL PLAT - PHASE I BRODIE CREEK COMMUNITY LITTLE ROCK, ARKANSAS MCGETRICK ENGINEERING ENGINEERING / LAND DEVELOPMENT CONSULTANTS Little Rock, Arkansas 72221 SEPTEMBER 18, 1996 VOn.4Zj DATE PAGIS MON. #2055-0162 144670.908 1189079.015 PAGIS MON. #2055-0161 1448.36.72.7 1188707 968 w