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(-_,____ ,_ -1 I --I <br /> 0 <br /> TWO 3"SUCTION LINES -1 <br /> I- -- -51 <br /> I r1 ONE FOR SPARE 1 <br /> (I 0 Li5- <br /> r <br /> UNIT TO <br /> SECOND NE UCHAMBER OF TANK RECLAIMRN LINE FROM I <br /> i H I <br /> I II- ~-I I �' --'; I' 'I 0 <br /> II II II1 <br /> I I <br /> IIB _ i i II °c -- <br /> _I_ 1__7 <br /> p — <br /> II C II 1""aii <br /> 0 0 <br /> III II II G I <br /> I I I Q I -i i I -� i ► <br /> z z o <br /> -_0 _ TO SEWER <br /> .....amo.... <br /> ..... <br /> 4, <br /> -- <br /> I _ i I L......0...... <br /> r--- I I I i TO SEWER <br /> i.■�■■4Illipioi,......■■rl■■■'mom iii■moon■■—a I' 0 <br /> i I0 0 <br /> 1 I i <br /> O TO RECLAIM TANKS If I I — <br /> LOCATION&ORIENTATION OF UNDERGROUND. <br /> RECLAIM TANKS TO BE VERIFIED ON SITE <br /> REFER TO MEP AND CIVIL DRAWINGS FOR DETAILS <br /> MARK CHASEWAY SCHEDULE <br /> A 4" PVC CORRELATOR TO TRENCH PIT WATER <br /> B 3" PVC UNDERCHASIS &CONVEYOR ROLLER-UP AIR <br /> C 4" PVC HIGH PRESSURE PUMP OVERFLOW WATER <br /> D 1"SCH 80 PVC RECLAIM UNDERFLOW TO CONVEYOR TRENCH WATER <br /> E 3"SCH 80 PVC SUCTION LINES FROM TANK#4 TO RECLAIM UNIT AIR&CHEMICAL <br /> F 8" PVC TRENCH DRAIN TO TANK#1 WATER RECLAIM UNIT <br /> G 8" PVC TRENCH DRAIN TO OIL SEPARATOR WATER <br /> H 1"SCH 80 PVC OZONE RETURN LINE WATER <br /> I 6" PVC DRAIN TO SEWER <br /> 11.25" <br /> ` -.. .. <br /> TWO 3"SUCTION LINES 6 <br /> ONE FOR SPARE -. 4" <br /> NOTES: <br /> 1. SLOPE CHASEWAYS TO TRENCH <br /> 0 M0 <br /> foi <br /> 2. 90° BENDS IN CHASEWAYS SHALL BE MADE, USING SWEEP ELBOWS OR TWO 45° ELBOWS. 0 UNDERFLOW LINE: <br /> 1" RETURN LINE TO TRENCH <br /> 3. ALL STUB-UPS TO BE 1" FROM WALL UNLESS OTHERWISE INDICATED <br /> ALL SLEEVES USED AS CHASE FOR VARIOUS UTILITIES AND ENTER CONVEYOR TRENCH RECIRCULATION LINE: <br /> 12" BELOW FINISHED FLOOR. 1" PVC RETURN LINE TO THE SECOND <br /> CHAMBER OF RECLAIM TANK-2 <br /> 5. ANY ADDITIONAL SLEEVES WILL BE DETERMINED BY GENERAL CONTRACTOR <br /> 6. ALL DRAINS ARE TO BE FLUSH OR WITHIN 1"OF CONVEYOR TRENCH FLOOR <br /> THE PLAN BEARING THIS LEGEND AND THE ACCOMPANYING q U U U U 90 WELHAM ROAD, <br /> SPECIFICATIONS HAVE BEEN PREPARED BY MACNEIL WASH a <br /> BARRIE ONTARIO, <br /> 7. ALL CHASEWAYS TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR SYSTEMS LTD. FOR THE PARTY WHOSE NAME APPEARS IN <br /> THE TITLE BOX IN CONNECTION WITH THE PROPOSED MACNEIL L4N 8Y4 <br /> ERECTION OF AN AUTOMATIC CAR WASH AT THE LOCATION 6 CANADA <br /> SHOWN THEREON. SAME ARE THE EXCLUSIVE PROPERTY 5 GUSTO <br /> MER <br /> OF MACNEIL WASH SYSTEMS LTD. AND ARE SUBJECT TO R O D LA N D TOYOTA <br /> RETURN UPON DEMAND. BY THE ACCEPTANCE HEREOF, 4 <br /> THE PROSPECTIVE CUSTOMER THEREBY AGREES NOT TO TITLE <br /> DIVULGE, USE OR COPY THE SAME WITHOUT THE WRITTEN 5 CHASEWAY LAYOUT <br /> CONSENT OF MACNEIL WASH SYSTEMS LTD. 2 U/G PLUMBING AND RECLAMATION <br /> THE INFORMATION CONTAINED HEREIN IS SUBMITTED IN <br /> GOOD FAITH AS AN ASSISTANCE IN LAYING OUT THE CAR 1 SCALE: NO "AV L: DRAwIN&REVISION: <br /> 0 <br /> WASH. WE WILL NOT BE RESPONSIBLE FOR ERRORS OR No. B Descr. tion Date DATE' AUG 23, 201 1 <br /> OMISSIONS HEREIN, NOR LEGAL CODE OF UNDERWRITING y p DKAWIN6 NUM9ER: <br /> REQUIREMENTS. REVISION DRAWN BY: GMC'D BY: <br /> RLC XX ROD-C-2 <br /> 6816 Evergreen Way B1111-028 <br />