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GENERAL NOTES
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 112" 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.
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STORM STRUCTURE NUMBER
835
STORM SEWER
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D-
LIBERTY MUTUAL
(INDIANA /IVSURA/VCE BU /L )1NG)
KEE= 838.45 �
EXISTING LINE
YARD INLET
T.C. 834.50
INV. 832.50 I
RE HYDRANT ASSEMBLY
U kIL) -
/TR_
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INV. 832.40
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18" 10" BUILDING 10" BUILDING
41% DRAIN DRAIN
jr 7 5 F 7 PV 41 8 4�
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DIL SEPARATOR T.C. 34.25 -- - -
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INV. 831,19 I
UT.C. 83125 � I,I � �� �1 ni
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CONTRACTOR TO
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------------------------------ CONC.
832 r
STOOP - -- - -- -- - - - -- - - II z
F- --
\ ---------- - - - - -- N 9o•oo'oo-'E
1999
- - - - - - -- -_ _ -
I
I I I
GENERAL NOTES
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 112" 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.
�L' - - - - - ___ - -- -_ -_� �� - - - -- - - -= N 90 °00'00„
N900000'90 "E
500.0'
LEGEND
7q9 _
CONTOUR LINE
749 -�
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PH- 31 7299,7500
FX: 317.291 .5805
6oh
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753.00 OR
752 0
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STORM INLET
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SANITARY MANHOLE
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STORM STRUCTURE NUMBER
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STORM SEWER
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END SECTION
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D 'vAWA
uke
CONSTRUCTION
600 East 96th Street
Suite 100
Indianapolis IN 46240
Phone: R171 808 -6000
Fax: 17 808 -6797
WOOLPERT
7140 WALDEMAR DRIVE
INDIANAPOLIS, IN 46268
PH- 31 7299,7500
FX: 317.291 .5805
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Drawing
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C300
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Duke Realty Job Number.
A/E Job Number:
65367