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2. STORMWATER MANAGEMENT BASINS TO BE INSTALLED
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3. REFER TO CL XX DAPI -US 03 10 00520 00 THRU 00520 03
FOR EROSION CONTROL DETAILS.
LEGEND:
EXISTING PROPOSED
WETLANDS
TREE LINE 1f
LOW BRUSH
FENCE---x-x
CONSTRUCTION -X-X-
FENCE
TURNSTILE
BUILDING
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POWER POLE
LIMITS OF -�-- �-
DISTURBANCE
LANDSCAPED BERM
OUTLET PROTECTION OP
INLET PROTECTION - TYPE 1 © IP
1
INLET PROTECTION - TYPE 2 Ip
2
STONE CHECK DAM ® CD
CATCH BASIN ® CB -2
STORM PIPE 24" HDPE
FLARED END SECTION Cl
TEMPORARY DIVERSION TD ON
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 01 131 02 131 03
' 131 04' £ + 131 05 I 131 06
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131 07 131 08 131 09 131 10 1
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KEY PLAN
0 25' 50' 100' 150' 200' 250'
SCALE: 1 "=50'
001 128MAR16 I AFZ\CIT ISSUED FOR CONSTRUCTION
Rev.: I Rev, date: Desiqn init.: Revisions:
awing
ecked:
Drawing
approved:
Document
classification
�novonOldisk
Novo Nordisk A/S
Powhatan Road
Clayton, North Carolina
USA
Novo Nordisk
Diabetes API -US
Creation date: 100CT15
CIVIL
EARLY WORKS - PHASE 2
ROUGH GRADING AND DRAINAGE
PLAN
Revision date: 28MAR16
Drawn By: CIT
Design By: AFZ
scale: 1"=50'
Page no.:
CL XX DAPI -US 03 10 00131 02 001
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