20070173 Ver 5_CL-XX-DAPI-US-3-15-00-211_20161221

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NOTES:
kp Q 1. REFER TO DRAWING CL -XX -DAPI -US -3-15-00-001 FOR
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MAT_ C_HLINE - N 4775 REFER TO 2_07 FOR CONTINUATION
v� a GENERAL NOTES, LIST OF DRAWINGS AND SPECIFICATIONS.
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DETAILS.
LEGEND:
EXISTING PROPOSED
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PROPERTY LINE — — — 4—
— — �
LIMITS OF �
DISTURBANCE
INLET PROTECTION - TYPE 1 ® IP
INLET PROTECTION - TYPE 2 Ip
STONE CHECK DAM V9
500
1 CATCH BASIN 11 CB -2
24" HDPE
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1 STORM PIPE
FLARED END SECTION
TEMPORARY DIVERSION TD-'
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\ \ DRAINAGE FLOW
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\ \ 1 O LEVEL SPREADER LS
--4
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\ \ Q SEDIMENT TRAP ST
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WHEEL WASH WW
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10 TEMPORARY GRAVEL
\ \ \ 1 CONSTRUCTION ENT/EXIT TGC
5
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� DIVERSION DITCH DD
5
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SLOPE DRAIN SD
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SILT FENCE OUTLET SFO
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LU SILT FENCE –o ---a—
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\ \ o CONTOUR --285-- —285—
\ 4250 N SPOT ELEVATION x (285.00) x 285.00
1 W EP EXISTING EDGE OF PAVEMENT
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\ \ 1 LU PP POWER POLE
/ ROW RIGHT OF WAY
4
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\ \ 201 202203
0001
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\1 204 205 < 206
1� A
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\ 207 208 209 II 210
211 21 213 214
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215 6 1 1
N 00
_218 220
\ KEY PLAN
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0 25' 50' 100' 150' 200' 250'
"=50'
SCALE: 1
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\ A 122DEC15 AFZ/CIT ISSUED FOR BID
Rev.: I Rev. date: Design init.: Revisions:
o EFDEE Engineering Professional Corporation 100 Fluor Daniel Drive Greenville SC 29607 License No. C-0742
Drawing Drawing Document
NOT FOR
CO N STRU CTI O N checked: approved: classification
1
o Novo Nordisk
IN
novo nordisle Diabetes API -US
® Novo Nordisk A/S Creation date: 10OCT15 CIVIL
Powhatan Road Revision date:
/ Clayton, North Carolina Drawn By: CIT EARLY WORKS - PHASE 2
Know what's USA Design By: AFZ ROUGH GRADING AND DRAINAGE
below. Scale: 1"=50' PLAN
Page no.:
Call before you dig.
CL -XX -DAPI -US -3-15-00-2
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