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i ,~ <br />F~ <br />GENERAL NOTES <br />t. BACKF ILL: PROVIDE AND PLACE PER CD OT SECTION 604. COMPACT PER COOT SECTION 604. <br />MAXIMUM LIFT THICKNESS IS 8-INCHES BEFORE COMPACTION. <br />2. CONCRETE: PER COOT SECTION 601. <br />3. MANHOLE SIZE: 5 FEET DIAMETER MANHOLE. <br />4. GROUT: GROUT AROUND ALL PIPE OPENINGS WITH 2:1 SAND/CEMENT MORTAR. <br />5. JOINTS: PLACE FLEXIBLE GASKET-TYPE SEALANT IN ALL MANHOLE JOINTS. <br />6. ALTERNATES: <br />A. PRECAST REINFORCED CONCRETE WALL 5 INCHES THICK (TO BE ACCEPTABLE TO THE <br />ENGINEER. <br />B. CAST-IN-PLACE CONCRETE TO BE 8 INCHES THICK MINIMUM. <br />7. INVERT COVERS: PLACE [t1VERT COVERS OVER THE TOP OF PIPE IN ALL MANHOLES DURING <br />CONSTRUCT[ DN. <br />SEE NOTE 1- <br />ELEVATION VIEW <br />1, <br />SUNI~ISJ~' LNGIN~T~I~ING, INC. <br />CONSULTING ENGINEERS & LAND SURUFYORS <br />!2227 South Business Park Drive, Suite 220 TEL (B91J 523-0100 <br />Draper, Utah 84020 FAX ~BOI) 523--0990 <br />~~/_ <br />SUNRISE - <br />ENGINEERING <br />IN . <br />\~ <br />t RED' D <br />r <br />I <br />NOTE 6 <br />CL III RISER AND <br />.S PER ASTM C 97B <br />i, <br />DETAIL OF SLOPE AREAS <br />RECCi«~o <br />SYL vE.S"T~'R GULCK Mq~ z 0 2006 <br />ACCE}`', ROAD <br />ivicinn of ~~nPralc R (,Pr <br />AdANHOL~' DETA/L <br />00395 <br />SD~ <br />r2 OS OT-9 <br />T S. 9 OF 12 <br />