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HomeMy WebLinkAboutS-1560 Map 1-A GS'T �� ❑ �qC 30 ❑ E CAPITOL D 5" DIA. FENCE CORNER - -- - -- - RECOVERED 1.5" DIA ❑ ❑ z PLASTIC CAP ON A E 6th i POST 0.00' S 88° 13'31 " E 528,10' No.S RE78At BY g\\ - -R---x - - x——^- _ —z-- - x- --X-- - —x--- �- r —x - - x---�- BRIAN SCOTT. \ E \ 6' TALL CHAINLINK -- - - -- - - _ - -- - - - - - \ El FENCE ON TITLE 255 _ - -- -- - - _ _ El u v -70' SETBACK - - -- - - - - _ - S 27°39'31 " E \ a `\ EXISTING - - EXIST. OVER - 70.90, GRAVEL HEAD POWER �� \ + TILL ED� AREA LINE 3 � �Q _ ILI T \ U E O t` \ _ ` lOfh cp.\` x - ��o \ SET \ s x EXISTING x MON. V ' CELLULAR ET � TOWER N. n E 1 ith ❑ ti x COMPOUND \ 30 \ f \ � \ x ° x— f r� \-Z 0 _ 33 E E 13th JD" Ll L-1 ITT TT LDAY E 7th ❑ 0 C� ��- SUBJECT 'ROPERTI \ � � DBL f2' LEA ,, 260- _ - - TANK \ 4 VICINTY MAP -__ GATE _____ ` � � 2" wTR. MTR--�<TYP) \ --- / -� �rAN �. \ \ \ EXIST. o NAT. CA5 \\R. LOOP. _ `TANKI - ASPHALT s swR. p. ELEVATED CONCRETE - - - TANK PAVING oa \�\ �' ) �\ WALK, ELEV. 259.7------------- ----- ` \ s \'\ LEGEND ,A f \ �s.��� V — - - — - BOUNDARY LINE \ 9 FG 255.28' - FINISH GRADE EXIST. 8" s V X A / � WATER LINE ;90 FF -- FINISH FLOOR J)� T4 TBM - TEMPORARY BENCH MARK S. L J \ -- EXISTING POWER POLE \ ;\\ `gym - CONCRETE RAMP ; EXISTING COMMERCIAL BUILDING =/ `\ yj - EXISTING SANITARY SEWER MANHOLE �\ \ L — — — — — — — 42,340 SO. FT. f \per e - EXISTING WATER VALVE 4 WTR : _. �TYp.) \ \ ® - EXISTING NATURAL GAS METER �,� 3.90ft \ 1, --- — \ 11.80ft \yam ® = EXISTING WATER METER EXIST. OVER —� 4 ,� \ OVERHEAD POWER LINE HEAD POWER \ A \ x LINE - - UNDERGROUND WATER LINE oa 1 � f EXISTING 8" SANITARY SEWER LINE 1.50ft \ 88' 13'09" E 549.62' �SET' Mb�. - - - - - - - � 50.00ft� '2! z -i� A S MON. ��opP r- �� ! \ ` ` � �s EXISTING TRUCK ° MANEUVERING AREA �� LOT 2 WEINMAN'S (EXISTING GRAVELED AREA) 1 - EXIST. OVER �.� 4.50ft z �1 ( ADDITION 3.40 HEAD POWER \ \ � --6 ACRES, ZONED 13 LINE \ s / \ 9. A I y MATCH -E ZING GRADE �A _ I C EXIST. RAIL p /� CAR LOADING A END of / -' __---------_ - / ` I CANOPY EXISTING NEW EXTERIOR I w � � �� i 1 ;�. ASPHALT o �� CONVEYOR / so_ f CD EXISTING PNEUMATIC A 30 0 30 GRAPHIC SCALE IN FEET NOTES: 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. o a TRUCK UNLOADING STATION m V i�A CD - �� CENTERLINE \ N j' i/ •� J \ EXISTING HOPPER C NEW DRA#NAGE-)WFkLE I FG MATCH EXISTING GRADE FG 255. 04 x I I --- - 30' SETBACK`__ -- ------ — --- _ - -- --_ - L CHA ._'.. -- -- -- -- -- - --*a - (TYE FG 255.28 x X x x x x x 9. x x x Ox— x 2)6° 18 N =T VON. N 88' 13'31 " W —� OVERALL SITE PLAN SCALE: 1" = 3 685.00 PROVIDE RIPRAP AS REQUIRED TO RETURN DITCH FLOW TO SHEET FLOW NEW 14'x40.25' EXTERIOR DOCK 256.18 14.00' DOCK CONCRETE SURFACE \ i \ F � cT. 58 85 \ v LROOM _j A '� (EXISTING ISELO5 SNNG 1 \ SILO No. /\ / \ \ \ FF 261.18 r \ x EXISTING 1 ' EXISTING 1 I EXISTING 1 — — ILO No_2/ SILO No. 31 SILO, No. _ X ---_ - X —x 23.13ft —x x x EXISTING CONVEYOR 12,16 " SET / G 256.181 VON. 30.2�1 73 75' NEW 30.25'x40.25' PROCESSING BUILDING (FF 261.18) 14 HERITAGE ENGINEERING r� y NO. 1130 RkANSAS ERG N�,✓ NO.4411 ,L 10 ENGINEERING EXCELLENCE Heritage Engineering P.O. BOX 505 Benton, Arkansas 72018 (501)939-2303 FAX (501)939-2016 0 Fm Z U W uj O O W LLI W z 00 J p Q 'J'^^ VJ Lu ONE J Q w O U 111 H O w w Of n = HE JOB NO.: 2006-0147 FILE NAME: OVERALL.dwg PLOT SCALE: 1 :30 SITE PLAN REV. 01 MAR 07 WARNING 0 1/2 1 IF THIS BAR BAR DOES � MEASURE i" THEN DRAWING HAS BEEN REDUCED AND IS NOT TO SCALE SCALE: 1 30' DESIGNED BY: DLW DRAWN BY: DLW CHECKED BY: SHEET No. ci 00 © COPYRIGHT HERITAGE ENGINEERING 2007