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Home My WebLink AboutZ-5963 Map 1VICINITY MAP LATS 144R & 145R BEING A REPI.AT OF IATS 144, 145 & 146 Oh 01 N ni � U! It0 V IAT 69R BEING A REPLAT OF IATS 89 & 70 # aQ' R 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 = 65.88 C = 238.89 C = 486.78 CURVE #5 CURVE #6 CURVE # 7 CURVE #8 A = 4114'44" 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 16A 144422.600 1189423.010 17 A = 175'28'20" 1189379.704 18 144299.400 R = 150.00 N 00033022" E 90.18-% 1188957.070 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 038101, GATED NOVEMBER 3, 1993 p'\L S 84'12'59" E LOT 11 LOT 12 hb LOT 13 0� LOT 14 LATS 125X 128R & 126A -R BEING A REPLAT OF LATS 125 & 126 LATS MR, 13OR & 130 A -R BEING A REPLAT OF LATS 129 & 130 SCALE: 1 " = 60' 1 / I V `� l•Vl l lcl , JL 17 T of Section 8, T -1-N R -13-W, Pulaski County Ark. S 87'43'20" E N 87'41'28" W 1 144318.305 1188481.2� 2 144331.290 1187641.979 3 144476.635 1187635.840 4 144556.385 1187616.286 5 144829.770 1187601.918 6 144879.012 1187610.583 7 145141.130 1187754.540 8 145183.013 1187797.502 9 145325.037 1188074.842 10 145399.118 11882.97.618 11 145379.486 1188491.446 12 145469.662 1188492.321 13 145429.366 1189505.414 14 145036.045 1189489.769 15 144648.251 1189285.824 16 144506.160 11894 78.195 16A 144422.600 1189423.010 17 144282.086 1189379.704 18 144299.400 1188950.273 19 144629.460 1188957.070 20 144648.259 1188484.434 PAGIS MON. #2055-0162 PAGIS MON. #2055-0161 144670.908 1189079.015 144836.727 1188707.968 ARAA fS,IS ti REG ISyr T•r�gt $$� t PROFESSIONAL 7A *A* V CERTIFICATE OF ENGINEERING ACCURACY PATRICK M. M_c_G_E_T_RI_CKHEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. ----- -- - SIGNED -2_ 1/13/98 ��s�ti DATE OF EXECUTION NAME, REGI TEE ROFESSIONAL ENGINEER No. 4566__ ARKANSAS CERTIFICATE OF SURVEYING ACCURACY �cI jl _ROBERT C. LOWE__- HEREBY CERTIFY THAT THIS PLAT CORRECTLY ......... REPRESENTS r', REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON ' ti'fnt7!11I' ACTUALLY EXIST .AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN. OK� - SIG DATE OF EXECUTION NAM REGISTERED LAND SU VEYOR f �•;�'l.r No. �ARKANSAS LO 7r�1 j_„aN>I 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. SIGNED _ 1" = 100' 100 0 100 ton ORIGINAL PROPERTY DESCRIPTION PART OF THE SE1/4 SEI/4 OF SECTION 8 AND PART OF THE SWI/4 SWI/4 OF SECTION 9, T -1-N, R -13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY 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 IS 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 584'12'59"E 194.82'; THENCE NOO'33'22"E 90.18'; THENCE 587'43'20"E 1013.89'; THENCE S02'16'40"W 393.63'; THENCE S27'44'26"W 438.15'; THENCE S5332'57"E 239.16' TO A POINT ON THE WEST R/W LINE OF BOWMAN ROAD (SAID POINT ALSO BEING ON THE ARC OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 13'52'52" AND A RADIUS OF 455.72'); THENCE IN A SOUTHWESTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO THE LEFT TO A POINT WHICH IS 533'26'29"W 100.14' FROM THE PREVIOUSLY DESCRIBED POINT; THENCE CONTINUE ALONG THE ARC OF SAID CURVE TO THE LEFT TO A POINT ON THE SOUTH LINE OF THE SW1/4 SW1/4 OF SECTION 9 WHICH IS S17'07'45" 147.04' FROM THE PREVIOUSLY DESCRIBED POINT; THENCE N87'41'28"W ALONG THE SOUTH LINE OF IHE SWI/4 SW1/4 OF SECTION 9 429.78'; THENCE NO1'10'47"E 330.13'; THENCE N87'43.20"W 473.01' TO A POINT ON THE WEST LINE OF SAID SW1 /4 SW1/4; THENCE S00'32'58" W ALONG THE WEST LINE OF SAID SW1/4 SW1/4 329.97' TO THE POINT OF BEGINNING, LESS AND EXCEPT THAT PORTION PLATTED AS LOTS 11 THUR 14, BLOCK 56, PETROLEUM ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, RECORDED IN PLAT BOOK # 1, PAGE 59, CONTAINING 40.23 ACRES, MORE OR LESS. DATE OF EXECUT NAME ADDRESS SOURCE OF TLE: D.R. _�PAGE INSTRUMENT /No.95 6t963 �C,R CIFICATE OF FINAL APPROVAL PURSUANT TO THE LITLE 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. DATE OF EXECUTION SIGNED L.R. PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD 19___, IN PLAT BOOK _ ------ PAGE -_____ SIGNED CLERK AMENDED FINAL PLAT - PHASE I BRODIE CREEK COMMUNITY, LITTLE ROCK, ARKANSAS PLAT #E-791 - ORIGINAL BILL OF ASSURANCE DOC. #96-66835 NOTES: 1. BEARING DATUM DERIVED FROM PAGIS MONUMENT # 2073 2. IRON PINS (#4 REBAR) SET AT ALL LOT CORNERS 3. LINEAR ERROR OF CLOSURE EXCEEDS 1/10000 UNADJUSTED 4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTIUTIES 5. ALL LOTS ABUTTING ALLEYS HAVE A 3' EASEMENT ALONG THE ALLEY. 6. ALL EASEMENTS SHOWN ARE 10' IN WIDTH UNLESS OTHERWISE NOTED. 7. ALL FRONT BUILDING LINES ARE TO BE 20' UNLEES OTHERWISE NOTED. ALL REAR & SIDE YARD SETBACKS ARE TO BEt5\UNLESS OTHERWISE NOTED. Q/-23-9' A REPLAT OF PO IfION OF PHASE I, BRODIE CREEK COMMUNITY LITTLE ROCK, ARKANSAS MCGETRICK ENGINEERING ENGINEERING / LAND DEVELOPMENT CONSULTANTS Little Rock, Arkansas 72221 JANUARY 13, 1998