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END SECTION
870.201
CONCRETE SIDEWALK
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END SECTION
10 "SAN
871.25
870.75
870.70
0 40 80 120
GRAPHIC SCALE IN FEET
LEGEND
EXISTING PROPOSED
GENERAL NOTES
CONTOUR LINE
SPOT ELEVATION
STORM INLET
STORM MANHOLE
SANITARY MANHOLE
STORM STRUCTURE NUMBER
SANITARY STRUCTURE NUMBER
STORM SEWER
CONCRETE END SECTION
DONT
DIG
BLIND
1.) PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR
SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION
AND CORRECT.
2.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING
FEATURES AS NECESSARY.
3.) ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE
EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE
PROPERLY SEALED WITH A TACK COAT MATERIAL.
4.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB
AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM.
5.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS
AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE.
6.) THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR
SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN
SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA.
7.) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED
OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER
THE CONSTRUCTION WORK IS COMPLETED.
8.) T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A
STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL
INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET.
'HOLEY MOLEY'
1- 800 382 -5544
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