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LEGEND
EXISTING
SD
GENERAL NOTES
40
NO SCALE
80
GRAPHIC SCALE IN FEET
CONTOUR LINE
SPOT ELEVATION
STORM INLET
STORM MANHOLE
SANITARY MANHOLE
STORM STRUCTURE NUMBER
SANITARY STRUCTURE NUMBER
STORM SEWER
CONCRETE END SECTION
MATCH EXISTING GRADE
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.
KEYMAP
NORTH
DONT
DIG
BLIND
120
PROPOSED
7 49
1753 0C1 OR 752.50
M.E.G.
'HOLEY 140LET
CALL Tat FREE
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Duke
REALTY CORPORATION
600 East 96th Street
Suite 100
Indianapolis IN 46240
Phone: 011 808-6000
Roc (317 808-6797
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Drawing Number:
Certified 1 1■1Y
fir Ai
C300
8 Of 26
Duke Realty Job Numt
A/E Job Numb