20070173 Ver 5_CL XX DAPI-US 03 10 00131 01 001_20161221

,'I -
GO
N
fo
m
a
fo
Ln
00
o)
N
(%)
0
m
M
O
0
0
•
01
7
ON
0
ii
3
2
1
K J H G F E D C B
-----------------------------------------------------o
Ln
--------------------------------------------------------------o
o
-•----------------------------------------------------------•o
Ln
------------------------------------------------------------- o
o
---------------------------------------------------------------�
N
It
O
Ln
N
Ln
Ln
Ln
—X—X—
LU
w
w
w
■
ROAD
PROPERTY LINE -----
I
■
■
I
POWER POLE
LIMITS OF
■
■
LANDSCAPED BERM
'� '
OUTLET PROTECTION
■
INLET PROTECTION - TYPE 1
© IP
1
■
■
Ile
STONE CHECK DAM
2
VO
CATCH BASIN
■
■
24" HDPE
STORM PIPE
I
■
■
C]
TEMPORARY DIVERSION
TD 10
DRAINAGE FLOW—►
I
■
■
LEVEL SPREADER
LS
SEDIMENT TRAP
S
I
■
■
I
TEMPORARY GRAVEL
TGC
CONSTRUCTION ENT/EXIT
■
■
OUTLET PROTECTION
OP
I
■
■
I
■
N 7250■
■
■
I
■
■
■
■
I
■
■
I
■
■
I
■
■
x
r� ■
r L■
r
r
r
N 7000 ■
r ■
r
r /
j 9i c ■
GN
x
s /
e .41 ■
.- ,,
r k
.r i
EXIST f
U/G GAS
/
`'0
EXIST00
OVERHEAD'/
POWER
l
a
EXIST FORE
MAIN FRO f
RECORD N 6750
/
01
' �
' I
�i TQC:, ' /G GAS ■
000 �. y O KER I
r
1
LIMITS OF����
` DISTURBANCE
rnA M WW
N■
N ■
IMM M M IMEMM M M MMMEN M M IMMEM M M MEMME M M IMMEM 0 0 WEEMS M M IMMUM M M 10�01M
a a IMMEM a 0 SOMME 0 M WOMEN M a IMMEM a W IMMEM 0 0 WOMEN M M IMMEM a M SOMME
0 0 WOMEN a 0 WOMEN M M WOMEN M M MEMEN a M ME M 0 11
W a mw�mwmjin 0 swwww M� E 0 mmmms N -a( momme-im "mmi
40"
M Mr -en 0 WOMEN 'WIMMEM M M
MATCHLINE - N 6675 REFER TO 00131 04 FOR CONTINUATION
•
Know what's
below.
Call before you dig.
PREVIOUSLY ISSUED AS DRAWING NUMBER CL XX DAPI -US 3 15 00201
K J H G F E D
Z
O
R
Q
Z
Z
O
O
LL
(V
O
M
O
O
0
fY
W
LL
W
O
Lr)
r -
Ln
W
W
Z
J
2
Q
- • 'Wr,i
70�
ARO/'/i4,*"--pAL -
18243
I
AIGI
� !EI
C
001 128MAR16
Rev.: I Rev, date:
Drawing
checked:
novo nosimW
Novo Nordisk A/S
Powhatan Road
Clayton, North Carolina
USA
131 04
131 11
NOT USED
1__�
I
0
Nu I 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:
WETLANDS
TREE LINE ��
f
LOW BRUSH
FENCE
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
Ile
STONE CHECK DAM
2
VO
CATCH BASIN
® CB -2
24" HDPE
STORM PIPE
FLARED END SECTION
C]
TEMPORARY DIVERSION
TD 10
DRAINAGE FLOW—►
LEVEL SPREADER
LS
SEDIMENT TRAP
S
WHEEL WASH
TEMPORARY GRAVEL
TGC
CONSTRUCTION ENT/EXIT
OUTLET PROTECTION
OP
SLOPE DRAIN
SILT FENCE OUTLET
SILT FENCE
CONTOUR
SPOT ELEVATION
EP
ROW
SFO SF
S/F
--285--- —285—
x (285.00) x 285.00
EXISTING EDGE OF PAVEMENT
RIGHT OF WAY
31 03
I
I
I
\tT - -
t
131 10 i
4131 14 I
i 131 15 I 131 16 i 131 17 i
131 18 i 131 19 i 131 20
KEY PLAN
0 25' 50' 100' 150' 200' 250'
SCALE: 1 "=50'
AFZ/CIT ISSUED FOR CONSTRUCTION
Design init.: Revisions:
Drawing Document
approved: classification
Novo Nordisk
Diabetes API -US
Creation date: 100CT15 CIVIL
Revision date: 28MAR16
Design By: AFZ ROUGH GRADING AND DRAINAGE
Scale: 1 "=50' PLAN
Page no.:
CL XX DAPI -US 03 10 00131 01 001
7
0
5
5!
3
2