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Z-8494 Application
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LO �� o x o Cn C , � a CD w N O O c* C➢ m i) w a (D C/) zx o m O H CAD � N cn > CD N m � y i �J �j c� I ti CD N 0 p a. 0 .p ea1vee TER, h t �� wa o Lo°° LAto.� e ° C3 6.19 1 -NGE ACRES 41.85' ,FOP , 6 G 28� FLOOD LINE 2.11 ACRES . 2.60 TOTAL ACRES 1 4*1 z 4I L4C- ¢moo i FOUND COTTON PARKING PICKER r / SPINDEL rn ' 00 Mq��V�� eory J o N / r w p ry r I Z LN 891 2 22' W o �� FLOOD ELEV. 288' X, N 89' 19'38" W J- — — — — 35.37 - — —SIBLEY HOLE RADIUS = 50' r 0u DGE ARC LENGTH = 79.56 Q� ELEVATIONI CONTROL POINT DELTA ANGLE = 91'09'52" CHORD BEARING AND DISTANCE = N 43'47'13"W, 71.43' z z �I 7.82' SOUTHEAST CORNEF SW 1/4 NW 1/4, I I SECTION 3, I I T-1---5, R-13-W. —282-0 A 0.49 ACRES (N �z Ls0 0 mz ww oD af (n ~' V) a. CD0 1 d 0 30 75 150 r ELEVATION CONTROL POINT INFORMATION: T29 ELEV. 288.51 FEET OP 10F CONCRETE WHEEL GUARD ON O SOUTHWEST CORNER OF SIBLEY HOLE ROAD BRIDGE OVER NASH CREEK. FLOOD ELEV. 287' FEMA COMMUNITY -PANEL NUMBER 0501810092 F MAP REVISED OCTOBER 19, 2001: FLOOD ELEVATION FOR SITE IS AT 287 FOOT CONTOUR LINE: LEGAL DESCRIPTION A PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; AND A PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, ALL IN SECTION 3, TOWNSHIP 1 SOUTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SAID SW 1/4 NW 1/4 AND RUN THENCE NORTH 00 DEG. 40 MIN. 22 SEC. EAST, ALONG THE EAST LINE THEREOF, 16.54 FEET TO THE NORTH LINE OF SIBLEY HOLE ROAD; THENCE NORTH 89 DEG, 19 MIN. 38 SEC. WEST, ALONG THE NORTH LINE OF SAID SIBLEY HOLE ROAD, 457.82 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 89 DEG. 19 MIN. 38 SEC. WEST, ALONG SAID NORTH RIGHT OF WAY OF SIBLEY HOLE ROAD, 35.37 FEET; THENCE LEAV#NG SAID NORTH RIGHT OF WAY NORTH 16 DEG, 03 MIN. 02 SEC. EAST, 632.98 FEET TO THE SOUTH RIGHT OF WAY OF INTERSTATE NO. 30; THENCE NORTH 66 DEG. 04 MIN. 18 SEC. EAST, ALONG THE SOUTH LINE OF SAID INTERSTATE NO. 30, 575.35 FEET TO THE INTERSECTION OF SAID SOUTH RIGHT OF WAY AND THE WESTERLY FLOOD WAY LINE OF NASH CREEK; THENCE ALONG THE SAID WESTERLY FLOOD WAY LINE THE FOLLOWING CHORSES; SOUTH 14 DEG. 11 MIN. 13 SEC. WEST, 108.31 FEET; THENCE SOUTH 54 DEG. 54 MIN. 41 SEC. WEST, 551.29 FEET; THENCE SOUTH 24 DEG. 05 MIN. 42 SEC. WEST, 460.27 FEET TO THE POINT OF BEGINNING, CONTAINING 2.60 ACRES, MORE OR LESS. I, JOHN WILLIAMS REGISTERED LAND SURVEYOR NO. 1091, N 0'40'22" E CERTIFY THIS PLAT TO BE A 16.54' CORRECT REPRESENTATION OF THE PROPERTY SURVEYED BY ME OR UNDER MY SUPERVISION. FIP = FOUND IRON PIN SIP = SET 1 /2 INCH REBAR W/ 1091 CAP ELEVATION CONTROL POINT INFORMATION: RM 129 ELEV. 288.51 FEET TOP OF CONCRETE WHEEL GUARD ON SOUTHWEST CORNER OF SIBLEY HOLE °°��pppappv99peavaavaavv°aO _� ROAD BRIDGE OVER NASH CREEK. �GISTE FLOOD ELEV. 287' FEMA COMMUNITY -PANEL NUMBER IF0501810092 MAP REVISED q°.°ppvaaevvav°avvh '°°apo I �r�� OCTOBER 19, 2001: v° pp`_STATE OF °aCJ a4. _��' 3r gA5 ��°r ° I �0 Q FLOOD ELEVATION FOR SITE IS AT 287 FOOT g 5���� CONTOUR LINE: 2. .. o sic `�rwtr: g e VI 282 - oe p °4 g olio / / ACRES v �F U f a0.49 ^� °a0°uCoF * L ��ovoaaO f,, r LEGAL DESCRIPTION / 5fi 0� 257 � - FLOOD LINE ,� Ak A PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; 5i4� 2.11 ACRES aN AND A PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST °; I QUARTER. ALL IN SECTION 3, TOWNSHIP 1 SOUTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SAID SW 1/4 NW 1/4 AND 2.60 TOTAL RUN THENCE NORTH 00 DEG. 40 MIN. 22 SEC. EAST, ALONG THE ACRES EAST LINE THEREOF, 16.54 FEET TO THE NORTH LINE OF SIBLEY HOLE ROAD; THENCE NORTH 89 DEG. 19 MfN. 38 SEC, WEST, ALONG ACRES 7q►3 �� P{ - = THE NORTH LINE OF SAID SIBLEY HOLE ROAD, 457.82 FEET TO �E v h � S`� �� z I-- THE POINT OF BEGINNING; THENCE CONTINUE NORTH 89 DEG. 19 41.85� Z c? p� pd� I o MIN. 38 SEC. WEST, ALONG SAID NORTH RIGHT OF WAY OF SIBLEY o ❑Q V L z HOLE ROAD, 35.37 FEET; THENCE LEAVING SAID NORTH RIGHT OF FOUND I 4(4 / w WAY NORTH 16 DEG. 03 MIN. 02 SEC. EAST, 632.98 FEET TO COTTON I PARKING / f I o Of THE SOUTH RIGHT OF WAY OF INTERSTATE NO. 30; THENCE NORTH PICKER 004 I N 66 DEG. 04 MIN. 18 SEC. EAST, ALONG THE SOUTH LINE OF SAID SPINDEL a cn 4 I �N INTERSTATE NO. 30, 575,35 FEET TO THE INTERSECTION OF SAID Q �,, rn / % m 0 SOUTH RIGHT OF WAY AND THE WESTERLY FLOOD WAY LINE OF NASH O U Q `r { CREEK; THENCE ALONG THE SAID WESTERLY FLOOD WAY LINE THE ilf 00 00�`0 O `� r3 / / FOLLOWING CHORSES; SOUTH 14 DEG. 11 MIN. 13 SEC. WEST, -1 to 2 I 108.31 FEET; THENCE SOUTH 54 DEG. 54 MIN. 41 SEC. WEST, i w p n / z I z 551.29 FEET; THENCE SOUTH 24 DEG. 05 MIN, 42 SEC. WEST, IV f ry I N 460.27 FEET TO THE POINT OF BEGINNING, CONTAINING 2.60 ACRES, % rZ� ry aI MORE OR LESS. j� �i w 0 30 75 150 � USE AND BENEFIT: ��. I, JOHN WILLIAMS REGISTERED SCOTT EQUIPMENT SALES COMPANY, IN( o v I LAND SURVEYOR NO. 1091, PROPERTY ADDRESS: INTERSTATE N0. 30 j N 89'22 09" W FLOOD ELEV. 288' I CERTIFY THIS PLAT TO BE A 182.22 �° IN 016�54' E CORRECT REPRESENTATION OF PROFESSIONAL N 89'19'38" W 457.82' THE PROPERTY SURVEYED BY LAND SURVEYOR ---J------35.37 —--SIBLEY HOLE ROA ---- -- _ _ ME OR UNDER MY SUPERVISION. JoHN c, WILLIAMS 6518 MICHIGAN AVE, RADIUS = 50'-j BRIDGE SOUTHEAST CORNER BENTON, AR. 72019 DATE: 07-27-2008 ARC LENGTH = 79.56' Q ELEVATION CONTROL POINT SW 1/4 NW 1/4,1 I I FIP = FOUND IRON PIN (501)653-0044 REF#: SCOTT_EQUIPMENT_SAMLIGHT DELTA ANGLE = 91'09 52' SECTION 3, I I SIP = SET 1 /2 INCH REBAR W/ 1091 CAP STATE SURVEY #: 500 01 S 13W 0 03 430 60 1091 CHORD BEARING AND DISTANCE = N 43'47'13"W, 71.43' T-1-S. R-13-W. 41.85' f FOUND COTTON I PICKER SPINDEL o 0 w J O m 05 I I I a °l°s 4 1 LABv c,�� , ►al 6.19 F rn 00 00 w ou PARKING 2 Tat c N 89'22'09 W Q -X 182.22' v I I � SO�•(� � ���GH r 7 6 � 28-7 _\ FLOOD LINE 5� 2.11 ACRES �� v 1 ' 2.60 TOTAL' ACRES eu 1 p�'` ADQ' ACRES Z N J o 0) o � � v 2 It ry YA t� FLOOD ELEV. 288' N 89' 19'38" W 1 282 - �:~ AC0.RES' ACR 1-1 az j� 0 0 co Mi 0 30 75 150 ELEVATION CONTROL POINT INFORMATION: T 29 ELEV. 288.51 FEET P 1OF CONCRETE WHEEL GUARD ON O SOUTHWEST CORNER OF SIBLEY HOLE ROAD BRIDGE OVER NASH CREEK. FLOOD ELEV. 287' FEMA COMMUNITY -PANEL NUMBER 0501810092 F MAP REVISED OCTOBER 19, 2001: FLOOD ELEVATION FOR SITE IS AT 287 FOOT CONTOUR LINE: LEGAL DESCRIPTION A PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; AND A PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, ALL IN SECTION 3, TOWNSHIP 1 SOUTH, RANGE 13 WEST, PULASKi COUNTY, ARKANSAS, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SA0 SW 1/4 NW 1/4 AND RUN THENCE NORTH 00 DEG. 40 MIN. 22 SEC. EAST, ALONG THE EAST LINE THEREOF, 16.54 FEET TO THE NORTH LINE OF SIBLEY HOLE ROAD; THENCE NORTH 89 DEG. 19 MIN. 38 SEC. WEST, ALONG THE NORTH LINE OF SAID SIBLEY HOLE ROAD, 457.82 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 89 DEG. 19 MIN. 38 SEC. WEST, ALONG SAID NORTH RIGHT OF WAY OF SIBLEY HOLE ROAD, 35.37 FEET; THENCE LEAVING SAID NORTH RIGHT OF WAY NORTH 16 DEG. 03 MIN. 02 SEC. EAST, 632.98 FEET TO THE SOUTH RIGHT OF WAY OF INTERSTATE NO. 30; THENCE NORTH 66 DEG. 04 MIN. 18 SEC. EAST, ALONG THE SOUTH LINE OF SAID INTERSTATE NO. 30, 575.35 FEET TO THE INTERSECTION OF SAID SOUTH RIGHT OF WAY AND THE WESTERLY FLOOD WAY LINE OF NASH CREEK; THENCE ALONG THE SAID WESTERLY FLOOD WAY LINE THE FOLLOWING CHORSES; SOUTH 14 DEG. 11 MIN. 13 SEC. WEST, 108.31 FEET; THENCE SOUTH 54 DEG. 54 MIN. 41 SEC. WEST, 551.29 FEET; THENCE SOUTH 24 DEG. 05 MIN. 42 SEC. WEST, 460.27 FEET TO THE POINT OF BEGINNING, CONTAINING 2.60 ACRES, MORE OR LESS. I, JOHN WILLIAMS REGISTERED LAND SURVEYOR NO. 1091, N 0'40'22" E CERTIFY THIS PLAT TO BE A 16.54' CORRECT REPRESENTATION OF THE PROPERTY SURVEYED BY _-: ME OR UNDER MY SUPERVISION. RADIUS = 50'-j 0�Z '-BRIDGE SOUTHEAST CORNER, - ARC LENGTH = 79.56' Q ELEVATION CONTROL POINT SW 1/4 NW 1/4, FIP = FOUND IRON PIN DELTA ANGLE = 91'09'52" SECTION 3, I I SIP = SET 1/2 INCH REBAR W/ 1091 CAP CHORD BEARING AND DISTANCE = N 43'47'13"W, 71.43' T-1-S, R-13-W. 5 T'S.I ev�� � Y��Q0a007Qp0aod�+� °aOo° I STATE QF °O°°d° g p sicrra•rur+a 4 NqE � q e Qp{oraCp�a q vie 1 �T � �col,Gl�_ / 5 15.n � I 41.85' f FOUND COTTON I PICKER SPINDEL 0 0 re w J O 2 m 05 I I I I 1 m 00 n w r. ACRES o 2 ti PARKING W C� �+ O � � 2 � z 7� 2 N 89'22'09" W a -X- 182.22' vry h ry VI FLOOD LINE 2.11 ACRES 2.60 TOTAL f� ACRES �, A/0 / A FLOOD ELEV. 288' N 89' 19'38" W 457.82' —282-_ �i ACRES � IA/ 0 30 75 150 ELEVATION CONTROL POINT INFORMATION: RM 129 ELEV. 288.51 FEET TOP OF CONCRETE WHEEL GUARD ON 0 SOUTHWEST CORNER OF SIBLEY HOLE h ROAD BRIDGE OVER NASH CREEK. h FLOOD ELEV. 287' FEMA COMMUNITY -PANEL NUMBER 0501810092 F MAP REVISED OCTOBER 19, 2001: FLOOD ELEVATION FOR SITE IS AT 287 FOOT CONTOUR LINE: LEGAL DESCRIPTION A PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; AND A PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, ALL IN SECTION 3, TOWNSHIP 1 SOUTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHEAST CORNER OF THE SAID SW 1 /4 NW 1 /4 AND RUN THENCE NORTH 00 DEG. 40 MIN. 22 SEC. EAST, ALONG THE EAST LINE THEREOF, 16.54 FEET TO THE NORTH LINE OF SIBLEY HOLE ROAD; THENCE NORTH 89 DEG. 19 MIN, 38 SEC, WEST, ALONG THE NORTH LINE OF SAID SIBLEY HOLE ROAD, 457.82 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 89 DEG. 19 MIN. 38 SEC. WEST, ALONG SAID NORTH RIGHT OF WAY OF SIBLEY HOLE ROAD, 35.37 FEET; THENCE LEAVING SAID NORTH RIGHT OF WAY NORTH 16 DEG. 03 MIN. 02 SEC. EAST, 632.98 FEET TO THE SOUTH RIGHT OF WAY OF INTERSTATE NO. 30; THENCE NORTH 66 DEG. 04 MIN. 18 SEC. EAST, ALONG THE SOUTH LINE OF SAID INTERSTATE NO. 30, 575.35 FEET TO THE INTERSECTION OF SAID SOUTH RIGHT OF WAY AND THE WESTERLY FLOOD WAY LINE OF NASH CREEK; THENCE ALONG THE SAID WESTERLY FLOOD WAY LINE THE FOLLOWING CHORSES; SOUTH 14 DEG. 11 MIN. 13 SEC. WEST, 108.31 FEET; THENCE SOUTH 54 DEG. 54 MIN. 41 SEC. WEST, 551.29 FEET; THENCE SOUTH 24 DEG. 05 MIN. 42 SEC. WEST, 460.27 FEET TO THE POINT OF BEGINNING, CONTAINING 2.60 ACRES, MORE OR LESS. I, JOHN WILLIAMS REGISTERED LAND SURVEYOR NO, 1091, N 0'40'22" E CERTIFY THIS PLAT TO BE A 16.54' CORRECT REPRESENTATION OF THE PROPERTY SURVEYED BY ME OR UNDER MY SUPERVISION. RADIUS = 50'-J Q p� `BRIDGE SOUTHEAST CORNER; ARC LENGTH = 79.56' ELEVATION CONTROL POINT SW 1/4 NW 1/4,11 ! FIP = FOUND IRON PIN DELTA ANGLE = 91'09'52' SECTION 3, i 1 f SIP = SET 1/2 INCH REBAR W/ 1091 CAP CHORD BEARING AND DISTANCE = N 43'47'13"W, 71.43' T-1-S, R-13-W.