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<br />WATER STORM SEWER & SANITARY SEWER NOTES
<br />GRADING AND DRAINAGE NOTES
<br />EROSION CONTROL NOTES
<br />GENERAL CONSTRUCTION NOTES
<br />3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND UNLESS SHOWN OTHERWISE
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<br />,AND BE CONSTRUCTED TO
<br />LL STORM STRUCTURES HALL HAVE A SMOOTH !FORM POURE MORTAR FROM INVERT TO INVERT
<br />PAVING AND STRIPING NOTES
<br />GROUND STORM WATER PIPING PER MANUFACTURER'S
<br />HALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED.
<br />8. SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED.
<br />19. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN.
<br />23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION.
<br />22. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
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<br />26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS.
<br />28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING.
<br />3RD PARTY TEST REPORTS REQ'D
<br />TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO:
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<br />4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB.
<br />5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET.
<br />11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET.
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