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HomeMy WebLinkAboutS-1560 Map 25" DIA. FENCE CORNER - - -- O POST 0.00 - -- PLASTIC CAP ON A __ _ 1IA - �'---x - - x----x- - S 88' 13'31 " E 528.10' -- .- --- - - N6.5 -REBAR BY ?-�& _ -x--X - BRIAN SCOTT. - - — X-----� — --•�— - -— \ 6' TALL CHAINLINK - - - FENCE ON TITLE - - -- � - 255 s - - - 30', SET �ACK EXISTING `\ GRAVEL EXIST. OVER - - - - p. e0 AREA J HEAD POWER \ ` \ / �d �V �I V LINE X x— X Ki N0) Tv EXISTING CELLULAR �v TOWER ♦f \ \ x COMPOUND --1 MAN'S s 88'13'31 X LOT 1 WEIN1 ��t� _ ADDITION 3.95 5.00' ACRES, ZONED 1-3 i EXIST. - ASPHALT PAVING EXIST. 8" - WATER LINE -t 0 a - -- DBL 12' LEAF\ - - - - - - - - - 260 --- GATE Z R \ $\ NAT.GA` MTR. LOOP. O 7 \ \ ,� �swR. T,.P-) I�,A _ D _EWALEVATED CONCRETE_ ♦ ` LK, ELEV. 259 7 - - EXIST. OVER HEAD POWER LINE 30 0 30 GRAPHIC SCALE IN FEET NOTES: d�, ♦ f \ � sn Yes o �� - \ \ VALVE. (T1'P.) 3.90ft 9 1 I 1 END OF EXISTING ASPHALT ALL INFORMATION SHOWING EXISTING CONTOURS, EXISTING IMPROVEMENTS AND UTILITIES WERE TAKEN FROM A TOPOGRAPHIC SURVEY PREPARDED BY STEVE HANKINS AND TRANSMITTED TO THE OFFICES OF HERITAGE ENGINEERING ON 21 FEB. 07. D LJ 1�1^ GS, T,Q Of 30 JL Dq E CAPITOL �a m D D z rE 5 t h 1:1= UF IL Y \ 7-7 ❑ E 7th l 1-1 ♦ 000�� o S 27`39'31" E E 8th D \� 70 90' ♦ a L ❑ � D \ t ` E 9th m \t ` lccci W A ZQ J Z 0 a:0 SET SON. I D ♦ E lOrn ? ET ❑ \ r N. E filth D v V � ♦ �, 30 E \ \ \ C Z E 13th R �TANTANK\ \ �♦ VI C I NTY MAP TANKI \ D / TANKI D \ \ �\ LEGEND A f SUBJECT 'ROPERT) BOUNDARY LINE `�y� FG 255.28 FINISH GRADE s <�O FF - FINISH FLOOR TBM - TEMPORARY BENCH MAR f \ K EXISTING POWER POLE �� ♦ 'A �r EXISTING SANITARY SEWER MANHOLE f `ON e - EXISTING WATER VALVE \ ♦ 1 1 .SOft ty ® - EXISTING NATURAL GAS METER \ ® - EXISTING WATER METER \ - OVERHEAD POWER LINE f ♦ - UNDERGROUND WATER LINE ♦ i ♦ ---- - E`XISTING 8" SANITARY SEWER LINE t _1 F- -1 LJ SET M .� 1 .50ft 0�,� j N - •- _ _ `• � �8' i 309" E 549.62' 11 L 50.00ft �' o r IV �o 1 EXISTING TRUCK ^, j I H- / i MANEUVERING AREA - - c s T \ LOT 2 WEINMAN'S (EXISTING GRAVELED AREA) j _ A I I D,, 4.50ft \ . o I 1� I EXIST. OVER x I ADDITION 3.40 HEAD POWER \ t 6 46f �—T ACRES, ZONED 1-3 1\ LINE \ � �y — 1 s s 2 M CH EXITING GRADE EXIST. RAIL - -� ___-------- / 1 CAR LOADING A -_ �_ NEW EXTERIOR / `1 CANOPY ' - CONVEYOR / s CD I O O ♦ �I� l EXISTING PNEUMATIC T // '/'- \\_ I ( RUCK UNLOADING STATION m - _ v ` — ENTERLINE Etr ExISTING HOPPER NEW DRAINAGE SWALE OR -ACE \ / �t FG 256.18 3 — 10.98ft I*- \ ___,. MATCH EXISTING GRADE r FG 255.68 �, TBM: \ \ / i (�xL/ 258.85 y �0 L OQM.i \ x \ EXISTINGEH ' 'SIL No 1 \ SILO No. 1 / D No. 5/ x I --__ - ---------- - /, N v FF 261.18 I —�- - — — — - - - - � 30' SETBACK --- - 6' TALL CHAINLINK6-- - — _ - -- - _ FENCE. (TYPICAL) - - -- - - - - -- - - - - - - - - o � i� � xS !\� � � EXISTING � XISTING X — -- — — — — - — \ D o Lo Na. — x ,. �I N 2� �I 3� 0 No 4� x X X X X I X X __ X x X x X X o-- - } I X X Y X FG 256.18 N X —X 23.13ft—x --x SET MON. N 88'13'31" W - - - 685.00' PROVIDE RIPRAP AS REQUIRED TO RETURN EXISTING CONVEYOR DITCH FLOW TO SHEET SET FLOW FG 256.18 MON. OVERALL SITE PLAN SCALE: 1" = 30' NEW 14'x40.25' EXTERIOR DOCK 14.00' I I 30.25' DOCK OF ry HERITAGE ENGINEERING 0% ~ � NO. 1130 0 J � RkANSAS ENG\N��, i —E Rrar ENGINEERING EXCELLENCE Heritage Engineering P.O. BOX 505 Benton, Arkansas 72018 (501)939-2303 FAX(501)939-2016 0 J Z U W 3 20 a 0- O ft IIIIIIIIIIIIIIIIIIIJ 0 UJJ w W z ® O ..I p Q wJ_ W 173.75' ANEW 30.25'x40.25' PROCESSING BUILDING (FF 261.18) © COPYRIGHT HERITAGE ENGINEERING 2007 J Q w O w F- J F- w ~ w 0 W rn HE JOB NO.: 2006-01 47 FILE NAME: OVERALL.dWq PLOT SCALE: 1 :30 SITE PLAN REV. ICCI.0 IIATC� O1 MAR 07 WARNING 0 112 1 IF THIS BAR BAR DOES � MEASURE 1" THEN DRAWING HAS BEEN REDUCED AND IS NOT TO SCALE SCALE: 1°=30' DESIGNED BY: DLW DRAWN BY: DLW CHECKED BY: SHEET No. cl no