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NOTES:
1. REFER TO DRAWING CL XX DAPI -US 3 10 00000 00 FOR.
GENERAL NOTES, LIST OF DRAWINGS AND SPECIFICATIONS.
2. REFER TO DRAWINGS CL XX DAPI -US 3 10 00520 00 THRU
00520 03 FOR EROSION CONTROL DETAILS.
3. REFER TO DRAWINGS CL XX DAPI -US 3 10 00131 00 THRU
00131 14 FOR EXISTING GRADES.
4. THERE EXISTS JURISDICTIONAL WETLANDS ON THIS SITE, AS
SHOWN ON THE DRAWINGS IN THIS SET OF PLANS. NO WORK
IS PERMITTED WITHIN THESE AREAS UNTIL THE APPROPRIATE
AUTHORIZATIONS HAVE BEEN GRANTED BY THE AGENCIES
HAVING OVERSIGHT OVER THESE WETLANDS. CONTRACTOR
IS RESPONSIBLE FOR PROTECTING THESE WETLANDS AND
ENSURING ALL WORK WITHIN THESE BOUNDARIES COMPLIES
WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. AT A
MINIMUM INSTALL ADDITIONAL TEMPORARY CONSTRUCTION
FENCING.
SOIL SURCHARGE SPECIFICATION LIST:
SPECIFICATION NUMBER
TITLE
DAPI-US-INFR-SPEC-XX020-00
CIVIL GENERAL REQUIREMENTS _ ... _ _ .i
DAPI-US-INFR-SPEC-XX020-05
CIVIL INSPECTION AND TESTING
DA P I - US- I N F R -S P EC- XX020- 50
DEMOLITION
DA P I - US- I N F R -S P EC-XX02 1- 10
CLEARING AND GRUBBING
DAPI-US-INFR-SPEC-XX021-15
TOPSOIL REMOVAL AND STOCKPILING
DAPI-US-INFR-SPEC-XX022-00
EARTHWORK }
DAPI-US-INFR-SPEC-XX022-22
EXCAVATION, BACKFILL AND COMPACTION FOR STRUCTURES
DAPI US-INFR-SPEC XX022-24
EXCAVATION, BACKFILLAND COMPACTION FOR UNDERGROUND PIPING
DAPI-US-INFR-SPEC XX022 32
AGGREGATE PAVEMENT BASE
DAPI US-INFR SPEC XX022-40
SOIL STABILIZATION
DA P I - US- I N F R -S P EC-XX022-70
EROSION CONTROL
DAPI-US-INFR-SPEC-XX025-13
BITUMINOUS CONCRETE PAVING
DAPI-US-INFR-SPEC-XX025-15
PORTLAND CEMENT CONCRETE PAVING
DAPI-US-INFR-SPEC- XX022-71
RIPRAP
DAPI-US-INFR-SPEC-XX026-65
SITE UNDERGROUND POTABLE WATER SYSTEM
DA P I - US- I N F R- S P EC-XX027- 20
STORM SEWER SYSTEMS AND CULVERTS
DAPI -US-INFR-SPEC-XX027-30
SANITARY SEWER SYSTEMS
DAPI-US-STRU-SPEC-XX030-01
PLAIN AND REINFORCED CONCRETE 5PECIFICATI0N ;
SOIL SURCHARGE DRAWING LIST:
CL XX DAPI -US 3 10 00 132.00
CIVIL - SOIL SURCHARGE GRADING - OVERALL PLAN
CL XX DAPI -US 3 10 00.132
'01
CIVIL - SOIL SURCHARGE PHASE 1 - GRADING PLAN
CL XX DAPI -US 3 10 00 132
02
CIVIL - SOIL SURCHARGE PHASE 2 - GRADING PLAN
CL XX DAPI -US 3 10 00.132
03
CIVIL - SOIL SURCHARGE PHASE 2 - GRADING PLAN
CL XX DAPI -US 3 10 00 132
04
CIVIL - SOIL SURCHARGE BORROW PIT - GRADING PLAN - OPTION A
CL XX DAPI -US 3 10 00 132
05
CIVIL - SOIL SURCHARGE BORROW PIT - GRADING PLAN - OPTION B
0 100' 200' 400' 600' 800, 1000,
SCALE: 1"=200'
001 12DEC2016 CIT ISSUED FOR AWARD - NOT ISSUED FOR CONSTRUCTION
1—t "-•�- . -' Rev.: Rev. dat Design init.: Revisions:
o EEDE nninpering Professional Co oration 100 Fluor Daniel Drive Greenville. SC 29607 License No, C-074
Drawing Drawing Document
chec approved: classification
Novo Nordisk
OL1N,q�
nardisle Diabetes API -US
ovo Nordisk AIS Creation date: 07DEC201 fi
Know what's ` z'a �PDc' _ Powhatan Road Revision date: CIVIL
5
below. — ;�bT USA Clayton, North Carolina Drawn By: C.TAYLOR SOIL SURCHARGE GRADING
Design By: J.HEALD OVERALL PLAN
C a I I before you dig. Scale; 1°=200'
Page no.:
CL XX DAPI -US 3 10 00132 00 000
F E I D C
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