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TO BUFFER TANK <br />a <br />O <br />r- - - - - - - - - - - - - - - - - - - - - - - <br />AERATION TAN <br />! <br />3'-4' <br />I � <br />1 <br />\ <br />\ <br />PUNT AREA ; AIR <br />----------------------- G MPRESSOR <br />I <br />--------------------------------- <br />- 41'-2" <br />FLOOR DRAIN W/TRAP <br />T <br />\ 5• � \ 4 <br />I! `O3 + CONTACT\` <br />i <br />I <br />FLOOR DRAIN W/TRAP <br />_ C.O. <br />1P FILTER BAKW <br />�9 <br />I -LF I <br />I� <br />I ,' I <br />ASH DRAIN <br />WATER SUPPLY AND DRAIN LAYOUT <br />''4.=1'-O" C500E) <br />LAB + <br />OFFICE <br />HB <br />B. F P2E11ENT'E2 <br />GOLD WATER SUF LY ISOMETRC <br />NTS <br />ROSE'S ENGINEERING - GEOLOGY & SURVEY INC. <br />9070 ELK GROVE BLVD. ELK GROVE, CALIFORNIA 95624 <br />(916) 686-5445 <br />PROJECT: <br />WASTEWATER AND RECLAMATION SYSTEM <br />FRENCH CAMP GOLF & RV PARK <br />_ FRENCH CAMP CA <br />Dag <br />SHEET TITLE: <br />J <br />01 <br />D-W.-�-V. ISOMETFIC <br />NTS <br />1. DRAWINGS ARE DIAGRAMATIC IN NATURE AND ARE NOT <br />INTENDED TO BE AN EXACT REPRESENTATION OF THE FINAL <br />PRODUCT. <br />2. ALL POSITIONS AND LOCATIONS ARE APPROXIMATE ONLY. <br />CONTRACTOR TO VERIFY ACTUAL CONDITIONS AND <br />INTERFERENGES THAT MAY EXIST AT THE TIME OF <br />INSTALLATION AND REROUTE, RELOCATE, OR MODIFY AS <br />REQUIRED TO PROVIDE SYSTEMS CONSISTENT WITH THE INTENT <br />OF THE DESIGN. <br />3. CONTRACTOR TO VERIFY ALL ROUTINGS AND DIMENSIONS FOR <br />DISCREPANCIES BEFORE BEGINNING ANY WORK. ALL PLUMBING <br />WORK TO CONFORM TO UPC 1994 REQUIREMENTS. <br />4. COORDINATE ALL WORK WITH OTHER CONTRACTORS. <br />5. ALL DRAIN LINES SHALL HAVE A MINIMUM SLOPE OF 1'4" <br />PER FOOT. <br />G. ALL WASTE AND VENT PIPING TO BE CAST IRON. <br />7. HOSE BIBBS SHALL BE EQUIPPED WITH VACUUM RELIEF <br />VALVES. <br />PLANT DRAIN & WATER SUPPLY LINES <br />E <br />D BY: <br />Y: RWF <br />BY: JWF <br />BY: RPR <br />EATSEP, 94 <br />AS NOTED <br />SHEET No. <br />P -y <br />OF <br />