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DWG <br />SITE PLAN <br />NOTES <br />1 All miscellaneous metal in the wet well shall be <br />fabricated from stainless steel. <br />2. All exposed edges of the concrete work shall have 3/4" <br />chamfers. <br />3. Unless otherwise noted, concrete shall be a type V <br />sulfate resists with 28 day compressive strength of at <br />least Q'I0 psi. � <br />4. Reinforcing steel shall be ASTM 615 grade 60. <br />5. All penetrations of concrete walls by pipes shall be <br />sized to accommodate the largest of the following. <br />A. The pipe plus one inch of clear space all around <br />the pipe. <br />B. The passage of bell ends or flanged ends if such <br />passage will be required for assembly. <br />C. Placement of a mechanical seal around the pipe if <br />mechanical seals will be used. <br />6. Valve vault penetrations shall be made water tight with <br />high strength, non—shrink grout tightly packed in the <br />annular space for the full thickness of the wall. <br />7. Please see the civil drawings for the trench sections. <br />4-0 <br />0 <br />Z 7, <br />09 <br />"OWN <br />6 "04 - <br />0 <br />U_ <br />Ne <br />U <br />9 <br />W <br />Z <br />0 <br />V) <br />CA <br />SHEET NO. <br />35 <br />IOF 39 SHEETS I <br />JOB NO. <br />951064-21 <br />W <br />CI) <br />ZXW< <br />0 <br />a- <br />F— <br />z <br />< <br />1 <br />I <br />0 <br />0 <br />F- <br />COY <br />Z <br />ILI <br />F- <br />0C <br />< <br />CL <br />< <br />C <br />LLJ <br />CD <br />CI) <br />Z <br />>- <br />OW <br />< <br />Z_ <br /><Z <br />CW1) <br />D <br />0 <br />MZO <br />CI) <br />< <br />5 <br />or <br />cc <br />Co <br />a. <br />CL <br /><0 <br />0 <br />IL <br />�Q <br />W <br />CO <br />F— <br /><wz <br />W <br />F- <br />F- <br />Z <br />0 <br />. <br />Cj) <br />< <br />a- <br />&6 <br />0 <br />Z <br />Y <br />0 <br />U_ <br />Ne <br />U <br />9 <br />W <br />Z <br />0 <br />V) <br />CA <br />SHEET NO. <br />35 <br />IOF 39 SHEETS I <br />JOB NO. <br />951064-21 <br />