1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS THAT PERTAIN TO THEIR PHASE OF WORK PRIOR TO START OF WORK. IT SHALL ALSO BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO CONTACT THE OWNERS OF THE UTILITIES FOR PROPER STAKE LOCATIONS PRIOR TO START OF WORK. 2. IF ANY CHANGES, OMISSIONS OR ERRORS ARE FOUND ON THESE PLANS OR IN THE IF ANY CHANGES, OMISSIONS OR ERRORS ARE FOUND ON THESE PLANS OR IN THE FIELD THE SUBCONTRACTOR SHALL NOTIFY, IN WRITING, THE OWNER AND ENGINEER BEFORE WORK IS STARTED OR RESUMED. 3. DO NOT SCALE FROM THESE PLANS FOR SURVEY LOCATIONS. DO NOT SCALE FROM THESE PLANS FOR SURVEY LOCATIONS. 4. STANDARD SPECIFICATIONS FOR THE TOWN OF WHITESTOWN SHALL APPLY FOR ALL STANDARD SPECIFICATIONS FOR THE TOWN OF WHITESTOWN SHALL APPLY FOR ALL SANITARY SEWERS. 5. STANDARD SPECIFICATIONS FOR BOONE CO, INDIANA SHALL APPLY FOR ALL STORM STANDARD SPECIFICATIONS FOR BOONE CO, INDIANA SHALL APPLY FOR ALL STORM SEWERS. 6. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES THAT RUN UNDER OR ANY PART OF THE SANITARY OR STORM SEWER TRENCHES THAT RUN UNDER OR WITHIN 5 FEET OF PAVED AREAS ARE TO BE BACKFILLED WITH GRANULAR MATERIAL. 7. EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION SERVICES. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO PERFORMED IN COMPLIANCE WITH ALL ALL CONSTRUCTION ACTIVITY ON THIS SITE TO PERFORMED IN COMPLIANCE WITH ALL APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 9. ALL FILL AREA SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM ALL FILL AREA SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). 10. ALL POINT OF CONNECTION OF PROPOSED SANITARY AND STORM SEWER ARE TO BE ALL POINT OF CONNECTION OF PROPOSED SANITARY AND STORM SEWER ARE TO BE VERIFIED FROM A KNOW BENCHMARK PRIOR TO CONSTRUCTION. 11. ALL GRADES SHALL MEET EXISTING GRADE AT THE PROPERTY LINE ALL GRADES SHALL MEET EXISTING GRADE AT THE PROPERTY LINE 12. ANY DISCREPANCIES WITH INFORMATION PROVIDED IN THESE CONSTRUCTION ANY DISCREPANCIES WITH INFORMATION PROVIDED IN THESE CONSTRUCTION DOCUMENTS IS TO BE REPORTED TO THE ENGINEER AND OWNER IMMEDIATELY. 13. ANY FIELD TILES ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE ANY FIELD TILES ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE INCORPORATED INTO THE PROPOSED STORM SEWER SYSTEM AS SHOWN WITHIN THESE PLANS. 14. CONTACT ENGINEER PRIOR TO RE-ROUTING OF ANY FIELD TILES. CONTACT ENGINEER PRIOR TO RE-ROUTING OF ANY FIELD TILES. 15. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTIFIES PRIOR TO START OF THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTIFIES PRIOR TO START OF CONSTRUCTION. IF ANY EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH.
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Roof Drains with Clean Out (C.O.)
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Top of Casting Elev
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000
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Existing Sanitary Sewer
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Existing Contour
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New Storm Sewer
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Existing Storm Sewer
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All Other Finish Grades
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Storm Structure Number
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Match Existing Grades
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Existing Spot Elevation
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New Pavement Grade
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Surface Flow Arrow
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Swale Flowline w/Grade
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F
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L
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000.00
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000.00
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Top of Curb Grade
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Curb Gutter Grade
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Existing Flowline
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Existing Underground Gas Main
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Existing Underground Telephone
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Existing Water Main
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Existing Underground Electric
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6" Subsurface Drain
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Sanitary Structure Number
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New Sanitary Sewer
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944
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Proposed Contour
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S
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000.00
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000.00
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M.E.
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922.1
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000.00
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T.C.
E.
F.P
.
AIRTECH
PARKWAY
AIRTECH
PARKWAY
122
123
124
125
126
127
128
134
135
136
137
138
139
141
142
140
120
121
104
105
106
119
107
118
108
117
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116
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115
102
102
101
FU
TU
RE
D
RIV
E
150151
REVISIO
NS:
3961
Per
ry B
oule
vard
W
hite
stow
n, IN
460
75Ph
. 317
-769
-291
6
w
ww
.inno
vativ
eeci
.com
ENG
INEE
RIN
G &
CO
NSU
LTIN
G
C106
Grading Plan
Know what's
Call
below.
before you dig.
17112
Gatew
ay Business Park, Building 5
Airtech Parkw
ay and Stafford Road
Plainfield, Indiana 46168
Indy G
atew
ay Building 5, LLC
100 South W
acker D
rive, Suite 950
Chicago, IL 60606
312-683-7224
GRAPHIC SCALE
N
MA
TC
H LIN
E - S
EE
S
HE
ET
C
105
GENERAL NOTES
LEGEND
101
1
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Inv=755.58
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48"RCP
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Inv=754.75
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36"RCP
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36"RCP
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Inv=753.86
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Inv=754.65
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8"PVC
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Inv=752.65
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54"RCP
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Inv=753.71
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12"PVC
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(asphalt)
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(asphalt)
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(asphalt)
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(asphalt)
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(pond)
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(farm field)
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(farm field)
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(farm field)
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(farm field)
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(farm field)
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(woods)
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(woods)
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(woods)
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(woods)
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(woods)
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(woods)
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(woods)
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(woods)
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(grass)
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(grass)
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(grass)
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(grass)
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(grass)
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(grass)
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(grass)
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(grass)
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(gravel)
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(gravel)
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(gravel)
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Inv=750.81
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Inv=750.28
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24"RCP
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edge of field
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edge of field
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edge of field
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edge of field
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edge of field
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CSC TBM#2 ELEV=754.39
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farm fence
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13.2'
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DRY POND 10 YR. ELEV.= 100 YR. ELEV.=
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F.F.E.-766.00
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PROPOSED BUILDING 262,710 s.f.
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GRADE BREAK
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GRADE BREAK
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GRADE BREAK
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GRADE BREAK
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GRADE BREAK
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GRADE BREAK
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GRADE BREAK
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GRADE BREAK
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20' D.&.U.E.
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20' D.&.U.E.
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30' B.S.L.
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30' B.S.L.
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10' B.S.L.
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10' B.S.L.
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10' B.S.L.
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10' B.S.L.
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GRADE BREAK
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GRADE BREAK
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GRADE BREAK
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GRADE BREAK
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GRADE BREAK
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GRADE BREAK
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GRADE BREAK
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END PVMT.
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CHECKED BY:
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ISSUED:
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JOB NUMBER:
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DRAWN BY:
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DATE:
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DATE:
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SHEET #
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PREPARED FOR:
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R
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R
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11/29/2017
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PRELIMINARY PENDING AGENCY APPROVAL
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12/15/2017 MJB Revised per TAC and DRC comments
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1 inch = ft.
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( IN FEET )
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0
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40'
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40'
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40'
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20'
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Utility & Drainage Esmt.
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Building Setback Line
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Existing Utility Pole
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1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS THAT PERTAIN TO THEIR PHASE OF WORK PRIOR TO START OF WORK. IT SHALL ALSO BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO CONTACT THE OWNERS OF THE UTILITIES FOR PROPER STAKE LOCATIONS PRIOR TO START OF WORK. 2. IF ANY CHANGES, OMISSIONS OR ERRORS ARE FOUND ON THESE PLANS OR IN THE IF ANY CHANGES, OMISSIONS OR ERRORS ARE FOUND ON THESE PLANS OR IN THE FIELD THE SUBCONTRACTOR SHALL NOTIFY, IN WRITING, THE OWNER AND ENGINEER BEFORE WORK IS STARTED OR RESUMED. 3. DO NOT SCALE FROM THESE PLANS FOR SURVEY LOCATIONS. DO NOT SCALE FROM THESE PLANS FOR SURVEY LOCATIONS. 4. STANDARD SPECIFICATIONS FOR THE TOWN OF WHITESTOWN SHALL APPLY FOR ALL STANDARD SPECIFICATIONS FOR THE TOWN OF WHITESTOWN SHALL APPLY FOR ALL SANITARY SEWERS. 5. STANDARD SPECIFICATIONS FOR BOONE CO, INDIANA SHALL APPLY FOR ALL STORM STANDARD SPECIFICATIONS FOR BOONE CO, INDIANA SHALL APPLY FOR ALL STORM SEWERS. 6. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES THAT RUN UNDER OR ANY PART OF THE SANITARY OR STORM SEWER TRENCHES THAT RUN UNDER OR WITHIN 5 FEET OF PAVED AREAS ARE TO BE BACKFILLED WITH GRANULAR MATERIAL. 7. EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION SERVICES. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO PERFORMED IN COMPLIANCE WITH ALL ALL CONSTRUCTION ACTIVITY ON THIS SITE TO PERFORMED IN COMPLIANCE WITH ALL APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 9. ALL FILL AREA SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM ALL FILL AREA SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). 10. ALL POINT OF CONNECTION OF PROPOSED SANITARY AND STORM SEWER ARE TO BE ALL POINT OF CONNECTION OF PROPOSED SANITARY AND STORM SEWER ARE TO BE VERIFIED FROM A KNOW BENCHMARK PRIOR TO CONSTRUCTION. 11. ALL GRADES SHALL MEET EXISTING GRADE AT THE PROPERTY LINE ALL GRADES SHALL MEET EXISTING GRADE AT THE PROPERTY LINE 12. ANY DISCREPANCIES WITH INFORMATION PROVIDED IN THESE CONSTRUCTION ANY DISCREPANCIES WITH INFORMATION PROVIDED IN THESE CONSTRUCTION DOCUMENTS IS TO BE REPORTED TO THE ENGINEER AND OWNER IMMEDIATELY. 13. ANY FIELD TILES ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE ANY FIELD TILES ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE INCORPORATED INTO THE PROPOSED STORM SEWER SYSTEM AS SHOWN WITHIN THESE PLANS. 14. CONTACT ENGINEER PRIOR TO RE-ROUTING OF ANY FIELD TILES. CONTACT ENGINEER PRIOR TO RE-ROUTING OF ANY FIELD TILES. 15. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTIFIES PRIOR TO START OF THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTIFIES PRIOR TO START OF CONSTRUCTION. IF ANY EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH.