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PREVIOUSLY ISSUED AS DRAWING NUMBER CL XX DAPI -US 3 15 00214
C:
OQ- �s04
sro,y9 9
18243 -
N
00
11
C
28MAR16
Rev. date
Ing
Unovo nordsk'
Novo Nordisk A/S
Powhatan Road
Clayton, North Carolina
USA
I
Nu 1 tS:
1. REFER TO DRAWING CL XX DAPI -US 03 10 00000 00 FOR
GENERAL NOTES, LIST OF DRAWINGS AND SPECIFICATIONS
2. STORMWATER MANAGEMENT BASINS TO BE INSTALLED
DURING EARLY WORKS, PHASE 2.
3. REFER TO CL XX DAPI -US 03 10 00520 00 THRU 00520 03
FOR EROSION CONTROL DETAILS.
LEGEND:
IF
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V
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it
OUTLET PROTECTION
OP
INLET PROTECTION - TYPE 1
© IP
1
I
Ip
STONE CHECK DAM
2
V0
CATCH BASIN
0 CB -2
24" HDPE
STORM PIPE
FLARED END SECTION
c:::]
TEMPORARY DIVERSION
TD go
DRAINAGE FLOW
- —►
LEVEL SPREADER
LS
SEDIMENT TRAP
ST
WHEEL WASH
✓" o
TGC
CONSTRUCTION ENT/EXIT
OUTLET PROTECTION
OP
SLOPE DRAIN
SD
SILT FENCE OUTLET
SFO SF
SILT FENCE
S/F
CONTOUR ---285----
—285—
SPOT ELEVATION x (285.00)
x 285.00
EP EXISTING
EDGE OF PAVEMENT
ROW RIGHT OF
WAY
I
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Know what's
below.
Call before you dig.
PREVIOUSLY ISSUED AS DRAWING NUMBER CL XX DAPI -US 3 15 00214
C:
OQ- �s04
sro,y9 9
18243 -
N
00
11
C
28MAR16
Rev. date
Ing
Unovo nordsk'
Novo Nordisk A/S
Powhatan Road
Clayton, North Carolina
USA
I
Nu 1 tS:
1. REFER TO DRAWING CL XX DAPI -US 03 10 00000 00 FOR
GENERAL NOTES, LIST OF DRAWINGS AND SPECIFICATIONS
2. STORMWATER MANAGEMENT BASINS TO BE INSTALLED
DURING EARLY WORKS, PHASE 2.
3. REFER TO CL XX DAPI -US 03 10 00520 00 THRU 00520 03
FOR EROSION CONTROL DETAILS.
LEGEND:
CONSTRUCTION
EXISTING PROPOSED
WETLANDS
TREE LINE✓�
�� f
LOW BRUSH
FENCE
---x----x--
CONSTRUCTION
—X—X—
FENCE
TURNSTILE
BUILDING
ROAD
PROPERTY LINE -----
POWER POLE
LIMITS OF
DISTURBANCE
LANDSCAPED BERM
OUTLET PROTECTION
OP
INLET PROTECTION - TYPE 1
© IP
1
INLET PROTECTION - TYPE 2
Ip
STONE CHECK DAM
2
V0
CATCH BASIN
0 CB -2
24" HDPE
STORM PIPE
FLARED END SECTION
c:::]
TEMPORARY DIVERSION
TD go
DRAINAGE FLOW
- —►
LEVEL SPREADER
LS
SEDIMENT TRAP
ST
WHEEL WASH
TEMPORARY GRAVEL
TGC
CONSTRUCTION ENT/EXIT
OUTLET PROTECTION
OP
SLOPE DRAIN
SD
SILT FENCE OUTLET
SFO SF
SILT FENCE
S/F
CONTOUR ---285----
—285—
SPOT ELEVATION x (285.00)
x 285.00
EP EXISTING
EDGE OF PAVEMENT
ROW RIGHT OF
WAY
131 01 i 131 02 I 131 03
13111
NOT USED
I
I _
i 131 15 I 13116 i 131 17 i
I ✓� I I L I
131 18 i 131 19 i 131 20
KEY PLAN
0 25' 50' 100' 150' 200' 250'
SCALE: 1 "=50'
AFZICIT ISSUED FOR CONSTRUCTION
Desion init.: Revisions:
Drawing Document
approved: classification
Novo Nordisk
Diabetes API -US
Creation date: 100CT15 CIVIL
Revision date: 28MAR16
Drawn Bv: CIT I EARLY WORKS - PHASE 2
Design By: AFZ ROUGH GRADING AND DRAINAGE
Scale: 1 "=50' PLAN
Page no.:
CL XX DAPI -US 03 10 00131 14 001
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