ENGINEERING & CONSULTING 3961 Perry Boulevard … · ENGINEERING & CONSULTING 3961 Perry Boulevard...
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E. F.P. STAFFORD ROAD AIRTECH PARKWAY 1 2 127 128 129 130 131 132 133 134 135 144 146 145 143 136 137 108 117 109 116 110 115 114 111 113 112 101 FUTURE DRIVE REVISIONS: 3961 Perry Boulevard Whitestown, IN 46075 Ph. 317-769-2916 www.innovativeeci.com ENGINEERING & CONSULTING C105 Grading Plan Know what's Call below. before you dig. 17112 Gateway Business Park, Building 5 Airtech Parkway and Stafford Road Plainfield, Indiana 46168 Indy Gateway Building 5, LLC 100 South Wacker Drive, Suite 950 Chicago, IL 60606 312-683-7224 MATCH LINE - SEE SHEET C106 GRAPHIC SCALE N GENERAL NOTES LEGEND 101 1
Transcript of ENGINEERING & CONSULTING 3961 Perry Boulevard … · ENGINEERING & CONSULTING 3961 Perry Boulevard...
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F.P
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PARKWAY
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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
C105
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
MA
TC
H LIN
E - S
EE
S
HE
ET
C
106
GRAPHIC SCALE
N
GENERAL NOTES
LEGEND
101
1
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Sanitary MH Rim=769.59 Inv=747.34
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12-15"
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12-15"
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Overhead traffic lights
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18"RCP
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18"RCP
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18"RCP
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18"RCP
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Drainage MH Rim=769.64 Inv(N/S)=765.30 Inv(W)=764.49 Inv(E)=764.39
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Curb Inlet Rim=769.16 Inv(E/S)=764.31 Inv(W)=764.21
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Curb Inlet Rim=769.53 Inv=765.91
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18"RCP
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18"RCP
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15"RCP
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Drainage MH Rim=762.38 Inv(S)=757.53 Inv(W)=757.47 Inv(E)=753.33
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Curb Inlet Rim=761.57 Inv(N/S)=757.81 (12"RCP)
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Curb Inlet Rim=761.64 Inv=758.38
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Inlet Rim=766.42 Inv=763.42
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18"PVC
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Inv=761.99
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Inv=761.54
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18"PVC
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Inv=755.58
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48"RCP
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Inv=754.75
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(asphalt)
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(asphalt)
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(asphalt)
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(asphalt)
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(asphalt)
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(asphalt)
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(asphalt)
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(asphalt)
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(asphalt)
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(grass)
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(grass)
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(grass)
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(grass)
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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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(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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(woods)
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(woods)
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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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(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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CSC TBM#1 ELEV=772.37
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CSC TBM#2 ELEV=754.39
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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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30' D.&.U.E.
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30' D.&.U.E.
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45' B.S.L.
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45' B.S.L.
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50' B.S.L.
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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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10' B.S.L.
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GRADE BREAK
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VC/HP
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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.
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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.
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F.P
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AIRTECH
PARKWAY
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PARKWAY
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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
AutoCAD SHX Text
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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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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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
AutoCAD SHX Text
PRELIMINARY PENDING AGENCY APPROVAL
AutoCAD SHX Text
12/15/2017 MJB Revised per TAC and DRC comments
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
0
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
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.
AutoCAD SHX Text
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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T.C.
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000.00
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922.1
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M.E.
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000.00
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000.00
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S
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944
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Proposed Contour
