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600' <br /> # N - W. i <br /> rl ' HIGH CONTAINMENT LEVEE 1 ' HIGH CONTAINMENT LEVEE I <br /> . 6' CHAIN LINK FENCE <br /> o <br /> A$ <br /> 0 <br /> a�o Q � -DI#ArlgA-C11 a! <br /> 171 TZ H <br /> o <br /> kl- <br /> Q p <br /> l�SPHALTIC PAVEMENT a t <br /> r 25, DRAINAGE AREA 2 ± 8100 S FT. 1 <br /> --moi 25' DOUBLE-HINGED <br /> — loo' — --► _ _ - _�� ° o GATE <br /> 0_01BASE <br /> � ACCESS ROAD <br /> WINTER RAIN WATER DRAINAGE -ALL-WEATHER, GRAVEL COURSE <br /> f <br /> AREA 1 x'19800 SO . FT. <br /> 0 <br /> CONCRETE SLAB UNLOADING Abp -- �p r �O a° <br /> 124' • 0 <br /> o AREAkn <br /> �A� +R 4E a - <br /> °� S > 0.0 1 b~ 80' DA69 2 7' Q Eby Q�� 1� <br /> Q <br /> Ins <br /> p A a ,o o f <br /> l8" HIGH i \ <br /> J w CONCRETE WALLS � I � <br /> / f �• 20 EMPLOYEE 4 <br /> � PARKING AREA1 <br /> O /STANDARD <br /> / <br /> S > 0:0 1 I' -'OP INLET <br /> o -- DRAINAGE AREA 3 + 5600 SO. FT. I <br /> cc o A �-- 20'-� g' S > 0101 <br /> -- <br /> o <br /> .. .RUN-OIwFDETENTION � 1 <br /> RESERVOlk \ <br /> Lu <br /> 0 At <br /> W a� ! > <br /> w/ r. w • • r - ___ ww • w • . 1 • • • w � w•w � • • . wwwwwwwwww• www • • • \ e ' - a F- <br /> O �1 , HIGH CONTAINMENT LEVEE �1 ' HIGH CONTAINMENT LEVEE 1 <br /> _ , � >_ <br /> 2" MONITORING WELL 1 I d <br /> \ SEE TYPICAL DETAIL, PG. 2 MONITORING SUMP 6" PVC PIPE G CHAIN LINK FENCE a. <br /> J \ AIR QUALITYCONTROL TREATMENT CELL 1 1 <br /> r SEE TYPICAL DETAIL PG. 2_____. _ I <br /> C) <br /> ! t \ <br /> �� _470 CURRENT LAND USE: PASTURE <br /> 121 ' <br /> / ' \ y1 ' HIGH CONTAINMENT LEVEE <br /> • • • r••••wl•w • • M • • S �A.PI• • • • wwr.wrrr� • ♦ • YY•iYYr • • • w . y. / � ' <br /> �9 <br /> 4° <br /> Qa Q <br /> ��g �-c� ��� �'t� Qc�-c� Q��� �°i�� p'��� b��9 p°C�� para � • p°'�l— . — �l8.0— . — — ��p °`'� <br /> hyo � 9 I M ��� NO GRAVEL FARM ROAD —48.0-- AI_�c�� ___ - r f � ��'� o�0 c� GREL FARM ROAD <br /> SECTION -A 1*- 8 \ EL 50.7 <br /> SCALE 1 "=1 ' <br /> LEGEND <br /> CONCRETE WALL!, „ <br /> 6 CHAIN LINK FENCE <br /> I ' HIGH CONTAINMENT LEVEE __ S'- - - - — - 6' <br /> 1.5' CONTOUR LINE <br /> P V T ELEYATIONS <br /> NE CORNER 49.0 SPOT ELEVATIONS - BEFORE CONSTRUCTION � +: <br /> 2X 6" REDWOOD HEADER <br /> DRAINAGE DITCH —D NW CORNER 48.6 CONCRETE GRADE ELEVATIONS + , <br /> S=0.01SE CORNER 48.5 \� - <br /> � `2.I' SLAB'` 0.5' � <br /> 0.2' SW CORNER 48.11" 0.3' 1 JL <br /> JJ � UOQ � � o � U - ' � NoS>0.01 S 70.0 1 — _ — — — — -- _ o p SAND 5� a � - , <br /> ( y cif y -Vi` <br /> S=0.05 <br /> \ ASPHALTIC PAVEMENT <br /> SOIL COMPACTED TO 95% RELATIVE \ <br /> \ COMPACTION AS DETERMINED BY <br /> \ \ \ ASTM TEST D-1557 <br /> \ \ xEAL <br /> 'CONCRETE WALL AND SLAB ARE REINFORCED WITH <br /> *5 REBAR, BI-DIRECTIONAL, ON 2' CENTERS <br /> SCALE: 1 � 2 01 TERRA GENESIS INC. 1107 KENNEDY PLACE, SUITE 7 SHEET: OF: <br /> moldenhauer SITE PLAN AND TOPOGRAPHY I <br /> 17 - <br /> M DAVIS, CA. 9561 � 1 2 <br /> DRAWN BY: D J R MANTECA SITE engineering D TERRA GENESIS I <br /> DATE: <br /> SAN JOAOUIN COUNTY ENGINEERING CONSULTANTS PROJECT PLANNERS 3-24--88 <br /> Ccompany ENVIRONMENT/.L REPORTS LAND SURVEYORS AN JOAQUIN COUNTY SITE <br />