20070173 Ver 5_CL XX DAPI-US 03 10 00131 00 001_20161221

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INU 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.
4. REFER TO CL XX DAPI -US 03 10 00540 00 FOR UNDERGROUND
PIPING DETAILS.
5. CONSTRUCT AN EARTHEN BERM SIX TO EIGHT FEET TALL
WITH 4:1 (H:V) SIDE SLOPES, FROM SUITABLE FILL MATERIAL
EXCAVATED FROM THE SITE. BERM SHALL HAVE AN EIGHT TO
TEN FEET WIDE TOP SUITABLE FOR LANDSCAPING. DRESS
BERM WITH 6" LAYER OF TOPSOIL AND PROTECT FROM
EROSION W/ BLOW STRAW AND TEMPORARY GRASS SEED.
6. 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.
LEGEND:
EXISTING PROPOSED
WETLANDS
TREE LINE
LOW BRUSH
FENCE --x x
CONSTRUCTION —X—X—
FENCE
TURN STYLE
BUILDING
a
ROAD
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• _ ._. PROPERTY LINE--
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��.. .�. .. «�..�.. q �. is ts, :tri' "Y..�rr�:irwr.ys` t:ir �,r:r . �.. �.�..�. .�..�..�.. ..�.•�..�..�..�..�. LIMITS OF
DISTURBANCE
VPINLET PROTECTION -TYPE 1
IV
Ay� L �= ;'''" (r : ;: » r;: '" i`~'^�, INLET PROTECTION - TYPE 2
Al
STONE CHECK DAM
�: _ x.13 _�. 4 ;
l; .i:,,, CATCH BASIN CB -2
1 NOT USED � �.: ,� .� .�
_ 24 HDPE
L:� STORM PIPE
•� . ;,*''< `� c FLARED END SECTION
»;»:;~»,,»:»,» r':: ""`='::;`,,' ' -•- -� N 4000 TEMPORARY DIVERSION TD No
c,` -.- r DRAINAGE FLOW"
��•• ••�••� �•• ••�••�••�••�u�••� •• • '+tl�, }�► * •, •.. "~• ji • '"is`' ii "` ` • • •• • •,�,%• �.•s..•.. • • •• ••��7�• •moi •�••�••�••�•� , i. � i�
`• ' �•• ,• `''''» -.- LANDSCAPED BERM
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LEVEL SPREADER LS
tet,: ^' ! . ✓ SEDIMENT TRAP ST
• ;tY;", fit_ ! WHEEL WASH
-. TEMPORARY GRAVEL
1
CONSTRUCTION X
ENT E IT
O
1 I I
• '� NOTE ■ DIVERSION DITCH DD
.r DRAWINGS 131 15 THRU 131 20 ARE
3 -» SLOPE DRAIN SD 3
NOT INCLUDED WITH EARLY WORKS
V.
N 3000
• SILT FENCE OUTLET OSFO
PACKAGE SILT FENCE _ S/F —0
. �
CONTOUR ---285----- —285—
SPOT ELEVATION x (285.00) x 285.00
EP EXISTING EDGE OF PAVEMENT
PP POWER POLE
ROW RIGHT OF WAY
2
0
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Know what's
below.
Call before you dig.
PREVIOUSLY ISSUED AS DRAWING NUMBER CL XX DAPI -US 3 15 00200
J H G F E I D
O. ssIoti.!��
a SEAL. 9� -
18248 -
FNGi 4'"♦
a
C
0 150' 300' 600' g00' 1200' 1500'
SCALE: 1 "=300'
001 128MAR16
Rev.: I Rev, date
Drawing
checked:
UrKmnonfmW
Novo Nordisk A/S
Powhatan Road
Clayton, North Carolina
USA
AFZ\CIT ISSUED FOR CONSTRUCTION
Desiqn init.: Revisions:
Drawing Document
approved: classification
Novo Nordisk
Diabetes API -US
Creation date: 29OCT15 CIVIL
Revision date: 28MAR16
Drawn Bv: CIT I EARLY WORKS - PHASE 2
Design By: AFZ OVERALL ROUGH GRADING AND
Scale: 1"=300' DRAINAGE PLAN
Page no.:
CL XX DAPI -US 03 10 00131 00 001
PA