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202207860 <br />8 <br />gd <br />oc <br />PROPOSED C CONCRETE DRIVE <br />DEE TER 2300 CATCH BASIN INLET <br />GRATE N FRAME <br />/ <br />CONSTRUCTION <br />JOINT <br />Ita <br />r I --f <br />• 30• ' SOUARE <br />30•X30' AREA INLET <br />NOT TO SCALE <br />TRENCH BACKFILL <br />NOT TO SCALE <br />SUITABLE BAC000L <br />COMPACTED TO 1111411/UNI 96% <br />OF MAMMUY DRY DENSITY. <br />SPRING LINE <br />NO1E: <br />STRUCTURAL BACKFILL, <br />PIPE BEDDING AND <br />HAUNCH AREA SHALL BE <br />CONSIDERED SVBBI0IARY <br />TO RPE. NAOVE SAND <br />AY BE USED AS <br />GRANULAR BACKFILL <br />SAN JONT <br />FILL MIH SEALANT <br />YAM SPACING 2NT <br />PROPOSED BUILDING <br />FOUNDATION <br />TYPICAL CONTRACTION JOINT <br />NOT TO SCALE <br />GRAND ISLAND STANDARD 6'CURB <br />NOT TO SCALE <br />3/Y6• <br />FILL VAN SEALANT <br />NEW PAVEMENT TO EXISTING <br />PAVEMENT CONNECTION <br />NOT TO BALL <br />NEW SM <br />ROOF DRAIN TO 6' HDPE RW ND <br />PIPE CONNECTION 11111X0. <br />CONTRACTOR TO VERIFY ROOF DRAIN <br />DIMENSIONS AND FIT TO EXISTING <br />DOAN SPOUT. <br />r HDPE RISER PIPE - <br />CONTRACTOR TO SPECIFY <br />LENGTH <br />OVER <br />ROOF DRAIN CONNECTION AT WYE <br />NOT TO SCALE <br />O <br />VALVE BOX TOP <br />VALVE BOX <br />NOT TO SCALE <br />3/4. CHAMFER (IMP.) <br />O <br />y <br />cn0 <br />N <br />mmo <br />earNA _92 <br />...sr <br />am _Malan <br />SHEET <br />12 of 14 <br />