20121049 Ver 1_Site Plan_20130423

Strickland, Bev
From: Homewood, Sue
Sent: Wednesday, April 24, 2013 3:59 PM
To: Strickland, Bev
Subject: Fwd: Honda MRO and Connector Plans (pdf)
Attachments: Logo
-- - - - - -- Original message -- - - - - --
From: lallen(a)mbakercorp.com
Date: 04/24/2013 3:27 PM (GMT- 05:00)
To: "Homewood, Sue" <sue.homewood(o ) ncdenr.gov>
Cc: lal len(o)mbakercorp.com
Subject: Honda MRO and Connector Plans (pdf)
lallen(o)mbakercorp.com has sent you attachments using Baker eFTP
Sue,
Message This link will download two files, one for the MRO plans and a second for the Connector Road
Text:
plans. Please let us know if there is anything else that you may require.
Thanks
Larry
File(s) Uploaded:
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honda_mro.zip
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NO. I DATE I BY
PROJECT LOCATION MAP
C7: kV69[6]�6�
DESCRIPTION
INTERNATIONAL AIRPORT
HONDA CAMPUS
CONNECTOR ROAD
PRELIMINARY
GRADING AND DRAINAGE
INDEX OF DRAWINGS
DESCRIPTION
DRAWING NO.
TITLE SHEET
G1
QUANTITY SHEET
G2
GENERAL NOTES
G3
TYPICAL SECTION
TS1
GEOMETRIC LAYOUT
GL1
PROFILE
PR1
GRADING AND EROSION CONTROL
GD1 - GD4
EROSION CONTROL DETAILS
EC1 - EC4
STORMWATER MEASURES AND DRAINAGE
SD1
BUFFER RESTORATION PLAN
BR1 - BR -2
V I C I N I TY MAP
Air-AV AlllllllllllllllllVAlV
I
I It
PIEDMONT TRIAD AIRPORT AUTHORITY
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: (336) 665 -5600
FAX: [phone]
www.flyfrompti.com
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MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
G 1
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I
NO. I DATE I BY
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DESCRIPTION
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�� FILTER FABRIC
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SEE SHEET GL-1 i:. • i i j i '.'.
MAXIMUM ROLLOVER [, ! «
in
BITUMINOUS SURFACE a . TYPE ..
4" BASE COURSE TYPE 119.013
8" CRUSHED AGGREGATE - L COURSE ■ «
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N.T.S.
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MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
TS1
OF TS1
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MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
TS1
OF TS1

f CONTROL POINT "SBM-
.SEE TABLE, THIS SHEE
PROPOSED 2' -6" C &(
11 (SEE NOTE 1)
;I
t
BEGIN CON
STA. 10 +17
N'857383 OE
E 17280073.
,t . %846.84
IS 841.41
OUT 841.E 5
IC ,953,87
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! i �17t+ 11' Il�Illlilll�i�lll'II
IIR�IIli�'..
D = 32 °00'59.295"
Cl
PT 13 +30.34
1728374.502
857453.8580
L = 83.82'
J
O
'STOP
STOP
T = 43.04'
ARM
ARM
�W
OOC WATE
-826,6 .
ICI I II
miAlem Alm
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MATCH
EXIST.
STA 1 +50.4, 29.3' LT.
r.
STA 11 +21 34 FPROPOSED CONNECTOR ROAD
1 fC (342.61
.8„
l� OU`I 83�. ?... RCP r
�l
T TI
NORTHING
I
111
PC 12 +46.52
11l
857451.7432
D = 32 °00'59.295"
Cl
PT 13 +30.34
1728374.502
857453.8580
L = 83.82'
J
O
'STOP
STOP
T = 43.04'
ARM
ARM
�W
R = 150'
Zz
PC 16 +96.15
1728728.595
857361.9961
D = 35 °08'42.426"
C2
PT 17 +88.16
1728819.042
857366.7821
L = 92.01'
Z
j
T = 47.50'
1
�
L
> n
y C,
48" RCP 0
CONC. HEAC�NALI
TW 831.2
!NV 825.41
f RCP 0
T17u ti
CONC.,
J-
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8— CONC, RISER
:ASH RACK 834.:23
OP !RISER 833.80
WEEPH'OLE {x2) 831.18
6" CMP IN 824.64
36" RCP GUT 824.40
SKINNER
AIJA(riEO
Tit 6 CPI='
vNET EE f N 10N
EONE; W ATER
TE \t=_ = B255
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SIP
RIPRAP
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�7
PROPOSED LIMITS
OF CONSTRUCTION
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M
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DESCRIPTION
I.D.
T TI
NORTHING
I
R = 150'
PC 12 +46.52
1728291.796
857451.7432
D = 32 °00'59.295"
Cl
PT 13 +30.34
1728374.502
857453.8580
L = 83.82'
J
O
0
�
T = 43.04'
�
�W
R = 150'
Zz
PC 16 +96.15
1728728.595
857361.9961
D = 35 °08'42.426"
C2
PT 17 +88.16
1728819.042
857366.7821
L = 92.01'
Z
j
T = 47.50'
'FU LU U '4U
1-01 ir.l
OU'Al 11
TIN `3018.1
SCALE IN FEET Nu 66" CmP (w) 801,12 t
N r 66" CMP (E) 801.12 y l It
TOP OF ME`A PATE
PARTiALL ' ! /ER END
HORIZONTAL & VERTICAL DATUM
OF EASTERN P" 6 P X03.33 � �a n a'
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS
PROJECT IS BASED ON STATE PLAN COORDINATES ESTABLISHED
USING NCGS VRN. VERTICAL DATUM USED IS NAVD 88.
4
END 2' -6"
A 19 +98.9,
P ON
EXIST'
1 .
1
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SEE NOTE 2
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MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
GL1
OF GL1
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MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
GL1
OF GL1

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00
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875
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�U
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860
860
PVI 11+84.75
.�
Elev 850.69
855
` S9%
L 40.00 FT
K 21
Existing 42" RCP
5
845
845
Existing Ground
(Mcy Vorie)
PROPOSED GRADE LINE
840
840
t
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'SS
5
,
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825
MATCH EXIST.
STA 20 +25.27
Elev 814.84
820
,�
2
15
815
1
�
1
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810
810
1
PV 1 18 +83.00
Elev 812.30
60"
L 285.00 FT
RCP's
K 39
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DESCRIPTION
1 11 1 1 1 1 1 1 1 1 1
*PROPOSED DRAINAGE - SEE SHEETS GD -2 & GD -3 FOR DETAILS
11
SCALE:
HORIZ: 1" = 50'
VERT: 1" = 5'
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MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
PR1
OF PR1
00
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MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
PR1
OF PR1

LEGEND
- - RIGHT -OF -WAY / LEASE LINE
— — — — — LIMIT OF CONSTRUCTION
PERENIAL STREAM SURVEY
50FT JORDAN BUFFER
100FT AIRPORT BUFFER
STREAM BUFFER DELINEATION
FENCE (ORANGE SAFETY FENCE)
EXISTING CONTOUR
835 PROPOSED CONTOUR
GRAVEL CONSTR. ENTRANCE
(Detail 3, Sheet EC1)
13 INLET PROTECTION
(Detail 1, Sheet EC3)
ROCK PIPE INLET PROTECTION
(Detail 1, Sheet EC4)
VW"
- - - - DRAINAGE DIVIDE
4. SEDIMENT FENCE
(Detail 2, Sheet EC1)
DIVERSION CHANNEL
DIRECTION (Detail 4, Sheet EC2)
�
OF FLOW
TEMPORARY SLOPE DRAIN
T SD (Detail 2, Sheet EC4)
DIRECTION
OF FLOW GRADE TO SLOPE DRAIN
III FAMMI-M- ".01M 09,01 =
WORK AREA 1
J
50 25 0 50
SCALE IN FEET
NO. I DATE I BY
;7:kTjR1[6 m
DESCRIPTION
METAL HEADWALL
T'A' RO& I
INV 66" CMP (W) 801.12
INV 66" CMP (E) 801.12
IOP OF MIEIAL F'LA?
PARTIALLY OVER END
OF EASTERN 66" CMP 803.33
NOTE:
1. INSTALL EROSION CONTROL PERIMETER MEASURES AND SILT FENCE PER PLAN.
2. MODIFY EXISTING SEDIMENT TRAP TO DIMENSIONS AND DEPTH SHOWN ON PLAN.
EXISTING RIP -RAP SPILLWAY SHALL REMAIN FUNCTIONAL UNTIL ALL EMBANKMENT AND NEW
OUTLET STRUCTURE HAS BEEN COMPLETED. REMOVE AND /OR RETAIN EXISTING EROSION
CONTROL MEASURES (I.E. BAFFLES, SEDIMENT FENCE) ADJACENT TO EXISTING TRAP AS
DIRECTED BY THE ENGINEER. REFERENCES:
GEOMETRIC FOR L, SEE SHEET GL1
3. PERFORM CONSTRUCTION IN WORK AREA 1. SEE SHEET GD2 FOR DETAILS. FOR BASELINE IL 1
ZE = 2.5" WITH 1.8" ORIFICE
L140■r ll•Y:a•0Y -9J
TI
PIEDMONT TRIAD AIRPORT AUTHORITY
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: (336) 665 -5600
FAX: [phone]
www.flyfrompti.com
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MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
GD1
OF GD4

DRAINAGE STRUCTURE TABLE
SUITABLE EQUIVALENT ENGINEER
PHASE 1 GRADING
FLOW -N.-
/
X14,
LAYOUT PLAN NOTES:
1. AREA PREPARATION:
a) DRY WORK AREA USING SANDBAG DIKES WITH PLASTIC BARRIER LINERS AT UPSTREAM
AND DOWNSTREAM LIMITS OF STREAM IMPACTS.
b) PUMP WATER AROUND WORK AREA UNTIL AREA IS DRY ENOUGH FOR CONSTRUCTION.
c) WATER FROM DISTURBED AREA SHALL BE PUMPED THROUGH AN ACCEPTABLE
EROSION CONTROL DEVICE (SILT BAGS, SEDIMENT TRAP, ETC.)
Z. INSTALL DRAINAGE STRUCTURE #26 AT LOCATION AND ELEVATIONS SHOWN.
3. INSTALL EMBANKMENT ACROSS STREAM.
4. SEED AND MAT EMBANKMENT; STABILIZE AREA.
5. REMOVE TEMPORARY DIVERSION ONCE AREA IS STABILIZED.
37.1211 /
/ irYp)
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�1
/ / A CENTERLINE ENDWALL "B" 26
N 857343.0867
E 1728850.1662
8.5' .....
A
LAYOUT PLAN
..
i
FLOW —�
` 80
GRADING PLAN
EROSION CON
MEASURES(
I
>
REVISIONS WORK AREA 1
TWIN BARREL STREAM CROSSING
DESCRIPTION
1" = 20'
HISF217-ft
U'_
BASELINE "C"
STA 18 +00.65
ROADWAY
ELEV 817.29
MATCH
(INV
SLOPE l%:1 MAX.
(TYP)
FILTER FABRIC
SECTION A -A
N.T.S.
CLASS 1
RIP RAP
PROPOSED-
GRADE
8' TO 17'
SECTION B -B
ENDWALL "B"
TOP EL. 814.20
CLASS 1 RIP RAP
EXIST. GROUND
< T
T = 20" MIN.
H = 4.5' MAX.
H
NOTE:
1. COMPACT ANY FILL USED IN CONSTRUCTION OF RIP RAP LINED CHANNEL.
2. RIP RAP LINING SHALL BE LEVEL WITH (OR SLIGHTLY BELOW) EXISTING STREAM
BED AND /OR PIPE INVERTS.
t
CENTERLINE CONTROL
ID
STA.
NORTHING
EASTING
POB
0 +25
PC
0 +48.79
857320.0952
1728623.205
PT
0 +87.91
857328.8503
1728659.748
PC
1+32.28
857317.7091
1728702.697
PT
1+67.90
857295.5345
1728729.071
POE
1 2 +36
1 857233.5351
1 1728757.2357
C_ r (TYP)
O
RELOCATED OUTLET CHANNEL
1" = 20'
0
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.aker
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MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
GD2
OF GD4

LEGEND
- -
RIGHT -OF -WAY / LEASE LINE
— — — — —
LIMIT OF CONSTRUCTION
PERENIAL STREAM SURVEY
50FT JORDAN BUFFER
100FT AIRPORT BUFFER
60 L.F. 12" RCP CLASS III
STREAM BUFFER DELINEATION
FENCE (ORANGE SAFETY FENCE)
EXISTING CONTOUR
835
PROPOSED CONTOUR
o
GRAVEL CONSTR. ENTRANCE
(Detail 3, Sheet EC1)
INLET PROTECTION
13
(Detail 1, Sheet EC3)
ROCK PIPE INLET PROTECTION
vw"
(Detail 1, Sheet EC4)
- - - -
DRAINAGE DIVIDE
SEDIMENT FENCE
(Detail 2, Sheet EC1)
DIVERSION CHANNEL
(Detail 4, Sheet EC2)
� DIRECTION
OF FLOW
T SD
TEMPORARY SLOPE DRAIN
(Detail 2, Sheet EC4)
DIRECTION
OF FLOW
GRADE TO SLOPE DRAIN
TYPE I MATTING
(Detail 1, Sheet EC1)
o ago © ag o
�g ,egg
RIP RAP CHANNEL LINING
®
PROPOSED DRAINAGE
1444
50 25 0 50
SCALE IN FEET
REVISIONS
DESCRIPTION
STORAGE EXCAV "A"
D.A. =0.10 Ac., 10 YR Q =0.34 cfs
DISTURBED AREA =0.10 Ac.
REQ'D STORAGE VOLUME =360 CF
DESIGN STORAGE VOLUME =578.2 17F
REQ'D SURFACE AREA =147.9 SF
DESIGN SURFACE AREA =450 SF
TRAP DIMENSIONS =22' L x 7'W x 2'D
BEGIN CONSTRUCTION
STA. 10 +17.77
N 857383.0605
T /C'84R
IN 841.41
1 853.87
Tk 1NV 848.74 �
r s„
000,,
t
SEDIMENT /DRY DETENTION BASIN C
D.A. =1.25 Ac., 10 YR Q =4.28 cfs
DISTURBED AREA =1.1 Ac.
REQ'D STORAGE VOLUME =3,960 CF
DESIGN STORAGE VOLUME = 13,485.42 CF
REQ'D SURFACE AREA = 1,861.8 SF
DESIGN SURFACE AREA =4,386 SF
TRAP DIMENSIONS =70' L x 35'W x 4'D
WEIR LENGTH =6'
BOTTOM ELEVATION =809.0
w
il I
J
TtG 842.67
/C 842.91 18° ...._ IN :Ni$ 835.13
OUT 835.73 RC
1-10P ARM
R(PRA9
T f 4 840.61
IN 833.63
!.OUT 833.59 .....
DRAINAGE STRUCTURE TABLE
®
#
Y
DESCRIPTION
1728507.18
60 L.F. 12" RCP CLASS III
1728453.04
DROP INLET (NCDOT STD 840.14)
FOR GEOMETRIC CONTROL, SEE SHEET GL1
. BASELINE PROFILE,
00
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1 - ENGINEERING, INC
}
n �t 7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
GD3
OF GD4

r-
LEGEND
50FT JORDAN BUFFER STORAGE EXCAV "A"
D.A. =0.20 Ac., 10 YR 6=0.69 cfs
DISTURBED AREA =0.10 Ac.
100FT AIRPORT BUFFER REQ'D STORAGE VOLUME =360 CF
DESIGN STORAGE VOLUME = 578.17 CF
STREAM BUFFER DELINEATION REQ'D SURFACE AREA = 300.15 SF
FENCE (ORANGE SAFETY FENCE) DESIGN SURFACE AREA =450 SF
TRAP DIMENSIONS =22' L x 7'W x 2'D
50 25 0 50
SCALE IN FEET
REVISIONS
DESCRIPTION
0
W
0
0
1 853.87
T6 1NV 848.74
Z� 1�1\
_a VA
t
l
C
I
50FT JORDAN BUFFER
( )
K
.... V� t
.EVATION =827.0 ��� RISERS
TRASH RACK
, 834O
:3
TOP/RISER SER 8 ; 8
W x2-8.18 IZE 1.5" WITH 11" ORIFICE CAR
36 RU OIL 1" 8214.40
SKIMMER
ATTACHED NO aY
mO ry11 OnF ..... ,,. 1 cap1LGV"
2 LOC ATED
PROPOSED GRADING LIMITS GD2 OUTLETiCHANNEL
r
V V
BUFFER IMPACT
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METAL HEADWALL
Tk+ 808.1
INV 66 .ramp (w) 801.12 ) 1 )
INV 66" OMP (E) 801.12 t 1 )
TOR OF UAL =LATE l t ) )
PAS ?IIALLY OVER ENO
NOTE: OF EA STERN 66" CMP 80:3.33 3! _. c m
1. COMPLETE EMBANKMENT FROM STATION 10 +35.75 TO STA 14 +00 ( + / -). PAVE ROADWAY
TO FINISHED GRADE BETWEEN "MATCH EXIST" STATIONS 10 +35.75 AND 20 +25.27.
2. MAINTAIN EROSION CONTROL MEASURES UNTIL ALL SLOPES HAVE BEEN STABILZED.
EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL INSPECTION AND
APPROVAL OF NCDENR.
3. CONTRACTOR SHALL RESTORE ALL TEMPORARY AREAS WITHIN THE BUFFER AND
STREAM AREAS TO PRE - CONSTRUCTION CONDITIONS PRIOR TO COMPLETION OF
THE PROJECT.
1
a
E
0
SEDIMENT BASIN /DRY DETENTION BASIN C
D.A. =2.05 Ac., 10 YR Q =9.50 cfs
DISTURBED AREA =1.2 Ac.
REQ'D STORAGE VOLUME =4,320 CF
DESIGN STORAGE VOLUME = 13,485.42 CF
REQ'D SURFACE AREA = 4,132.5 SF
DESIGN SURFACE AREA =4,386 SF
TRAP DIMENSIONS =70' L x 35'W x 4'D
WEIR LENGTH =6'
BOTTOM ELEVATION =809.0
2 Rep 0
t CON HEADWALL ..
iR� W :8 0 2 N 85746`0`.7'
INV 20 +00
E 1729069.0094
..........
EXISTING CONTOUR
835
PROPOSED CONTOUR
DISTURBED AREA =0.10 Ac.
GRAVEL CONSTR. ENTRANCE
°
(Detail 3, Sheet EC1)
REQ'D SURFACE AREA =217.5 SF
DESIGN SURFACE AREA =600 SF
(
13
INLET PROTECTION
STA 1"0+
I
(Detail 1, Sheet EC3)
y
DISTURBED AREA =0.16 Ac.
BEGIN CONSTRU(
ROCK PIPE INLET PROTECTION
STA. 10 +1 T.77
'9
Detail 1, Sheet EC4
( )
N 857383.060 5'-
n�ors
TRAP DIMENSIONS =15' L x 7'W x 2.5'D
E 17280073.6027.
- - - -
DRAINAGE DIVIDE
SEDIMENT FENCE
(Detail 2, Sheet EC1)
`
DIVERSION CHANNEL
(Detail 4, Sheet EC2)
DIRE
OF FLOW
T $ D
TEMPORARY SLOPE DRAIN
(Detail 2, Sheet EC4)
DIRECTION
OF FLOW
GRADE TO SLOPE DRAIN
TYPE I MATTING
(Detail 1, Sheet EC1)
o �o go
0 0 o
RIP RAP CHANNEL LINING
®
PROPOSED DRAINAGE
50 25 0 50
SCALE IN FEET
REVISIONS
DESCRIPTION
0
W
0
0
1 853.87
T6 1NV 848.74
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t
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50FT JORDAN BUFFER
( )
K
.... V� t
.EVATION =827.0 ��� RISERS
TRASH RACK
, 834O
:3
TOP/RISER SER 8 ; 8
W x2-8.18 IZE 1.5" WITH 11" ORIFICE CAR
36 RU OIL 1" 8214.40
SKIMMER
ATTACHED NO aY
mO ry11 OnF ..... ,,. 1 cap1LGV"
2 LOC ATED
PROPOSED GRADING LIMITS GD2 OUTLETiCHANNEL
r
V V
BUFFER IMPACT
l`
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P
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''s�,7rj r �w WA r
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r
t
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METAL HEADWALL
Tk+ 808.1
INV 66 .ramp (w) 801.12 ) 1 )
INV 66" OMP (E) 801.12 t 1 )
TOR OF UAL =LATE l t ) )
PAS ?IIALLY OVER ENO
NOTE: OF EA STERN 66" CMP 80:3.33 3! _. c m
1. COMPLETE EMBANKMENT FROM STATION 10 +35.75 TO STA 14 +00 ( + / -). PAVE ROADWAY
TO FINISHED GRADE BETWEEN "MATCH EXIST" STATIONS 10 +35.75 AND 20 +25.27.
2. MAINTAIN EROSION CONTROL MEASURES UNTIL ALL SLOPES HAVE BEEN STABILZED.
EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL INSPECTION AND
APPROVAL OF NCDENR.
3. CONTRACTOR SHALL RESTORE ALL TEMPORARY AREAS WITHIN THE BUFFER AND
STREAM AREAS TO PRE - CONSTRUCTION CONDITIONS PRIOR TO COMPLETION OF
THE PROJECT.
1
a
E
0
SEDIMENT BASIN /DRY DETENTION BASIN C
D.A. =2.05 Ac., 10 YR Q =9.50 cfs
DISTURBED AREA =1.2 Ac.
REQ'D STORAGE VOLUME =4,320 CF
DESIGN STORAGE VOLUME = 13,485.42 CF
REQ'D SURFACE AREA = 4,132.5 SF
DESIGN SURFACE AREA =4,386 SF
TRAP DIMENSIONS =70' L x 35'W x 4'D
WEIR LENGTH =6'
BOTTOM ELEVATION =809.0
2 Rep 0
t CON HEADWALL ..
iR� W :8 0 2 N 85746`0`.7'
INV 20 +00
E 1729069.0094
..........
STORAGE EXCAV "C"
D.A. =0.10 Ac., 10 YR Q =0.50 cfs
nIt }RA
DISTURBED AREA =0.10 Ac.
REQ'D STORAGE VOLUME =360 CF
DESIGN STORAGE VOLUME = 955.34 CF
REQ'D SURFACE AREA =217.5 SF
DESIGN SURFACE AREA =600 SF
TRAP DIMENSIONS =20' L x 10'W x 2.5'D
STORAGE EXCAV "D"
D.A. =0.16 Ac., 10 YR Q =0.55 cfs
y
DISTURBED AREA =0.16 Ac.
REQ'D STORAGE VOLUME =576 CF
DESIGN STORAGE VOLUME = 617.71 CF
REQ'D SURFACE AREA = 239.25 SF
DESIGN SURFACE AREA =425 SF
n'
TRAP DIMENSIONS =15' L x 7'W x 2.5'D
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REFERENCES:
FOR GEOMETRIC CONTROL, SEE SHEET GL`
FOR BASELINE PROFILE, SEE SHEET PR1
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SEAL
027429
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DESIGNED DRAWN
LJA
CHECKED S.O.
I•
.aker
www.mbakercorp.com
MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
GD4
OF GD4

NO. DATE BY
EROSION CONTROL CONSTRUCTION SEQUENCE AND MAINTENANCE NOTES:
1. ALL TEMPORARY DIVERSION BERMS, SILT FENCE, & EROSION & SEDIMENT CONTROL MEASURES REQUIRED
FOR LAND DISTURBANCE WITHIN A WORK AREA SHALL BE INSTALLED PRIOR TO BEGINNING WORK WITHIN
THAT WORK AREA.
2. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND OWNER A DETAILED CONSTRUCTION PROGRESS
SCHEDULE. THESE PLANS AND SPECIFICATIONS PROVIDE GENERAL CONSTRUCTION SEQUENCE AND SAFETY
PARAMETERS WHICH MUST BE INCORPORATED INTO THE APPROVED SCHEDULE. THE CONTRACTOR'S
EROSION CONTROL PLAN SHALL BE INCORPORATED IN THE CONSTRUCTION SEQUENCE PLAN.
3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES IN ALL MATTERS OF CONTROLLING
EROSION, AND COLLECTION OF SEDIMENT WITHIN THE PROJECT SITE.
4. ANY FINES, PENALTIES, OR OTHER COSTS ASSESSED BY STATE, LOCAL OR THE GOVERNMENTAL AGENCIES
FOR NON- PERFORMANCE OF THE EROSION CONTROL REQUIREMENTS OF THIS PROJECT AGAINST THE
AIRPORT AUTHORITY SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR, AND ANY SUCH
ASSESSMENTS, IF NOT PAID BY THE CONTRACTOR, WILL BE DEDUCTED FROM MONIES DUE AT THE
COMPLETION OF THIS PROJECT.
5. THE ENGINEER MAY DIRECT THAT ADDITIONAL EROSION CONTROL MEASURES BE INSTALLED AT ANY TIME
AND IN ANY LOCATION AS DEEMED NECESSARY.
6. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF - PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
7. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT REACHES 0.5 FEET DEEP. THE
EROSION CONTROL BARRIER WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
8. THE DE- WATERING OF EROSION CONTROL MEASURES WITH SEDIMENT -LADEN WATER DIRECTLY TO
STREAMS IS PROHIBITED.
9. TEMPORARY SEDIMENT TRAPS REQUIRED FOR THE EXCAVATION OF AN UPSTREAM DITCH SHALL BE
INSTALLED AT THE ELEVATION REQUIRED FOR IT TO BE OPERATIONAL AFTER THE EXCAVATION OF THE
DITCH.
10. ALL TEMPORARY SEDIMENT TRAPS SHALL PREVENT SEDIMENT FROM ENTERING ANY WETLANDS DURING
CLEARING & GRUBBING OPERATIONS / EXCAVATION OPERATIONS.
11. ALL TEMPORARY DIVERSIONS SHALL HAVE POSITIVE DRAINAGE TO RESPECTIVE EROSION AND SEDIMENT
CONTROL MEASURE (TYP.).
12. ALL TEMPORARY SEDIMENT TRAPS SHALL PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION SITE AND
ENTERING JURISDICTIONAL WATERS DURING CLEARING AND GRUBBING OPERATIONS AND DURING
EXCAVATIONS OPERATIONS. CONTRACTOR SHALL MAINTAIN ALL EXISTING AND PROPOSED EROSION
CONTROL MEASURES WITHIN AIRPORT PROPERTY LIMITS FOR THE DURATION OF PROJECT AND UNTIL THE
REMOVAL OF EROSION CONTROL MEASURES IS APPROVED BY THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
THE CONSTRUCTION OF THE PROJECT MUST BE COMPLETED IN SEQUENTIAL ORDER AS LISTED BELOW:
1. CONTACT LAND QUALITY PRIOR TO START OF CONSTRUCTION.
2. INSTALL CONSTRUCTION ENTRANCE PADS.
3. INSTALL SILT FENCE AROUND PERIMETER OF THE SITE AS SHOWN ON THE PLANS.
4. INSTALL SEDIMENT BASINS, SEDIMENT TRAPS, AND DIVERSION DITCHES BEFORE BEGINNING, AS SHOWN ON
PLANS.
5. BEGIN CLEARING AND GRUBBING OPERATIONS ON THE PROJECT SITE.
6. AS CONSTRUCTION OPERATIONS ALLOW, STRIP TOPSOIL AND STOCKPILE.
7. INSTALL DIVERSION DITCHES, AS NECESSARY, TO CONVEY RUNOFF TO EROSION CONTROL MEASURES.
8. BEGIN GRADING OPERATIONS. INSTALL EROSION CONTROL MEASURES, AS SHOWN ON THE PLANS, AS
CONSTRUCTION PROCEEDS.
9. SLOPE DRAINS WITH BERMS SHALL BE INSTALLED CONCURRENTLY WITH GRADING OPERATIONS. SILT FENCE
SHALL BE INSTALLED AROUND SLOPE AREAS PRIOR TO START OF GRADING OPERATIONS.
10. PLACE TOPSOIL FROM ONSITE STOCKPILE ON COMPLETED AREAS OF GRADING AS CONSTRUCTION
PROCEEDS.
11. COVER ALL SLOPES 3:1 OR LESS WITH TYPE 1 TEMPORARY EROSION CONTROL MATTING (EXCELSIOR
CURLEX CL 1, OR APPROVED EQUAL). COVER ALL SLOPES GREATER THAN 3:1 WITH TYPE 2 TEMPORARY
EROSION CONTROL MATTING (REYCLEX TRM -V, 1 OR APPROVED EQUAL).
12. GROUNDCOVER SHALL BE ESTABLISHED ON ALL EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING.
13. PERMANENT GROUNDCOVER SHALL BE ESTABLISHED ON ALL DISTURBED AREAS WITHIN 14 CALENDAR
DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
14. ONCE PERMANENT VEGETATION HAS BEEN ESTABLISHED AND ACCEPTED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR) THE CONTRACTOR SHALL REMOVE
THE TEMPORARY EROSION CONTROL DEVICES, RE- GRADE, AND RESEED AS NECESSARY. ALL STAGING
AREAS AND HAUL ROUTES SHALL BE RESEEDED.
15. CONTRACTOR SHALL RESTORE ALL TEMPORARY IMPACT AREAS WITHIN THE BUFFER AREAS AND STREAM
TO PRE - CONSTRUCTION CONDITIONS PRIOR TO THE COMPLETION OF THE PROJECT.
CONSTRUCTION SEQUENCE FOR SEDIMENT TRAPS
1. INSTALL SEDIMENT TRAPS AND EROSION CONTROL MEASURES PER SHEET GD -1.
CONSTRUCT EARTHWORK TO LINES AND GRADES AS SHOWN ON SHEETS GD -2 THRU GD -4.
2. AREAS DRAINING TO SEDIMENT TRAPS SHALL BE STABILIZED, AND HAVE AN APPROVED
STAND OF GROUND COVER PRIOR TO CONSTRUCTING PERMANENT ROADWAY EMBANKMENT.
3. IMMEDIATELY SEED, MULCH, AND INSTALL MATTING AT THE CONCLUSION OF GRADING OPERATION ON
SPECIFIC AREA.
4. DO NOT REMOVE DIVERSIONS OR TRAPS UNTIL THE SITE HAS ESTABLISHED GROUND COVER AND HAS
BEEN APPROVED BY NCDENR.
DESCRIPTION
SEEDING, MULCHING, AND TOPSOIL NOTES:
1. ALL SOIL STABILIZATION MEASURES SHALL MEET THE REQUIREMENTS OF ITEMS T -901, T -905, AND T -908
OF THE SPECIFICATIONS. GROUNDCOVER SHALL BE ESTABLISHED ON ALL EXPOSED SLOPES WITHIN 7
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUNDCOVER SHALL
BE ESTABLISHED ON ALL DISTURBED AREAS WITHIN 14 WORKING DAYS FOLLOWING COMPLETION OF
CONSTRUCTION.
2. PRIOR TO SOIL STABILIZATION, AREAS SHALL BE CLEARED OF STONES OR DEBRIS LARGER THAN 2 INCHES IN
DIAMETER.
3. AREA TO BE SEEDED SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF 5 INCHES. THE TOP 3 INCHES
SHALL BE WORKED INTO A SATISFACTORY SEEDBED BY DISCING, OR BY USE OF CULTIPACKERS, ROLLERS,
DRAGS, OR OTHER APPROPRIATE MEANS.
4. THE KINDS OF SEED AND THE RATES OF APPLICATION OF SEED SHALL BE AS STATED BELOW. ALL RATES
ARE IN POUNDS PER ACRE.
ALL AREAS EXCEPT STORMWATER MANAGEMENT PONDS:
PERMANENT SEEDING
100# TALL FESCUE
10# KOBE LESPEDEZA
25# BAHIA GRASS
40# RYE GRAIN (JANUARY TO FEBRUARY APPLICATION)
TEMPORARY SEEDING
TEMPORARY SEEDING FOR THE PROJECT SHALL MEET ALL REQUIREMENTS PUBLISHED WITHIN THE CURRENT
EDITION OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES, DIVISION
OF LAND RESOURCES, LAND QUALITY SECTION'S EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, TABLE 6.10A, TABLE 6.10B AND TABLE 6.10C FOUND ON PAGE 6.10.4, PAGE 6.10.5 AND PAGE
6.10.6.
NOTE: WHERE NOTED ON PLANS, SERICEA LESPEDEZA SEED SHALL BE ADDED TO THE SPECIFIED SEED
MIXTURE AT A RATE OF THIRTY (30) POUNDS PER ACRE. NO ADDITIONAL PAYMENT SHALL BE MADE FOR
THE ADDITION OF SERICEA LESPEDEZA SEED.
STORMWATER MANAGEMENT PONDS PERMANENT SEEDING:
(MAY TO SEPTEMBER APPLICATION:) (OCTOBER TO APRIL APPLICATION:)
75# TALL FESCUE 120# TALL FESCUE
25# BERMUDA GRASS 15# BERMUDA GRASS
25# BAHIA GRASS 10# BLUE GRASS
10# HARD FESCUE
THE KINDS OF GRASS, LEGUME, AND COVER -CROP SEED FURNISHED SHALL BE THOSE STIPULATED ABOVE.
SEED SHALL CONFORM TO THE REQUIREMENTS OF FEDERAL SPECIFICATION JJJ -S -181.
SEED SHALL BE FURNISHED SEPARATELY OR IN MIXTURES IN STANDARD CONTAINERS WITH THE SEED
NAME, LOT NUMBER, NET WEIGHT, PERCENTAGES OF PURITY AND OF GERMINATION AND HARD SEED, AND
PERCENTAGE OF MAXIMUM WEED SEED CONTENT CLEARLY MARKED FOR EACH KIND OF SEED. THE
CONTRACTOR SHALL FURNISH THE ENGINEER DUPLICATE SIGNED COPIES OF A STATEMENT BY THE VENDOR
CERTIFYING TESTING WITHIN SIX (6) MONTHS OF DATE OF DELIVERY. THIS STATEMENT SHALL INCLUDE:
NAME AND ADDRESS OF LABORATORY, DATE OF TEST, LOT NUMBER FOR EACH KIND OF SEED, AND THE
RESULTS OF TEST AS TO NAME, PERCENTAGES OF PURITY AND OF GERMINATION, AND PERCENTAGE OF
WEED CONTENT FOR EACH KIND OF SEED.
5. GROUND LIMESTONE SHALL BE APPLIED PRIOR TO APPLICATION OF FERTILIZER OR SEED AND SHALL BE
WORKED INTO TOP 3 INCHES OF SOIL.
6. FERTILIZER SHALL BE SPREAD UNIFORMLY OVER ALL AREAS TO BE SEEDED AFTER LIMING IS COMPLETE.
7. GRASS SEED SHALL BE APPLIED AT THE RATE INDICATED ABOVE AND IN THE SPECIFICATIONS, PROPERLY
COVERED, AND COMPACTED WITH AN APPROVED LAWN ROLLER.
8. MULCH SHALL BE APPLIED IMMEDIATELY AFTER SEEDING. MULCH MUST MEET THE REQUIREMENTS OF ITEM
T -908.
9. STRAW MULCH SHALL BE SPREAD TO A UNIFORM THICKNESS AT THE RATE OF 2 - 3 TONS PER ACRE TO
PROVIDE A LOOSE DEPTH OF NOT LESS THAN 1 -1/2 INCHES NOR MORE THAN 3 INCHES.
10. MULCH SHALL BE HELD IN PLACE BY LIGHT DISCING, PINS, STAKES, WIRE MESH, OR ASPHALT BINDER.
11. IF ASPHALT SPRAY METHOD IS USED, MULCHED SURFACES SHALL BE SPRAYED UNIFORMLY AT A RATE OF
APPROXIMATELY 8.0 GALLONS PER 1,000 SQUARE FEET.
12. IF ASPHALT MIX METHOD IS USED, THE MULCH SHALL BE APPLIED BY BLOWING AND THE ASPHALT BINDER
MATERIAL SHALL BE SPRAYED INTO THE MULCH AS IT LEAVES THE BLOWER. BINDER SHALL BE UNIFORMLY
APPLIED TO THE MULCH AT THE RATE OF APPROXIMATELY 8.0 GALLONS PER 1,000 SQUARE FEET.
13. CONTRACTOR SHALL PROTECT SEEDED AND MULCHED AREAS AGAINST TRAFFIC. SURFACES GULLIED OR
DAMAGED SHALL BE REPAIRED, RESEEDED, AND REMULCHED. CONTRACTOR SHALL MOW, WATER , AND
OTHERWISE MAINTAIN SEEDED AREAS IN A SATISFACTORY CONDITION UNTIL FINAL INSPECTION AND
ACCEPTANCE OF THE WORK. Klf%TCC-
50' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
>_ 2 " -3" STONE TO BE USED
CD (SURGE STONE OR RAILROAD
°Q BALLAST)
W°
>L \ \I
I I I I I I I I
2' TYP.
(ALL DIRJ
STAPLES (TYP.)
(ALL DIR.)
I I I I I I I I
TO BE INSTALLED IN ACCORDANCE w/ MANUFACTURERS SPECIFICATIONS
A1f1TCC-
1. TYPE 1 MATTING SHALL BE AMERICAN EXCELSIOR (CURLEX
CL 1 OR APPROVED EQUAL). ALLOWABLE SHEAR STRESS =
1.55 LB /FT2
2. FOR TYPE 2 MATTING, SHEAR STRESS > 4.0 LB /FT.2
3. TYPE 2 MATTING SHALL BE AMERICAN EXCELSIOR, RECYCLEX
TRM -V, OR APPROVED EQUAL.
MATTING FOR EROSION CONTROL
N.T.S.
8' -0" MAX. POST SPACING
STEEL POST
ELEVATION VIEW
WOVEN WIRE FENCE
SYNTHETIC FILTER FABRIC
o18" -24"
.._..„ .._ . .
._. . .. ..4z
_
N
AInTCC-
co
i o
Or
w
EXIST. GROUND LINE
COMPACTED SOIL OR GRAVEL
SECTION VIEW
1. WOODEN POSTS SHALL NOT BE USED FOR SILT FENCE INSTALLATION.
POSTS SHALL BE 1.33 LB /LIN. FT. STEEL WITH A MINIMUM LENGTH
OF 5 FEET.
2. INSTALL SILT FENCE WHERE SHOWN ON THE PLANS AND
MAINTAIN UNTIL DISTURBED AREA IS COMPLETELY STABILIZED.
TEMPORARY SILT FENCE 2
N. T. S. EC1
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE THE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITE ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE PUBLIC ROAD, THE CONTRACTOR SHALL
CLEAN THE AREA.
25' OR WIDTH OF
PROPOSED STREET,
WHICHEVER IS
GREATER.
L
6 "MI
EXISTING
ROADWAY
35' MIN.
15' MIN. � l
1
I %' U I\ I V V I N V L 1\ J V 1 N L
CROSS SECTION
TEMPORARY CONSTRUCTION ENTRANCE PAD
N.T.S.
?" MIN.
AV
p'
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: (336) 665 -5600
FAX: [phone]
www.flyfrompti.com
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027429
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DCT DCT
DESIGNED DRAWN
LJA
CHECKED S.O.
0
www.mbakercorp.com
MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
EC1
OF EC4

NO. I DATE I BY
TOP OF DAM
EMERGENCY SPILLWAY
RISER RIM
/
RISER 1 2 /
ATTACH SKIMMER /
TO ORIFICE AT /
BOTTOM OF RISER /
10'
SPILLWAY
- - -- 3
\ �1
CLAY CORE (CH, MATERIAL)
BARREL \
ANTI -SEEP
(COLLARS
2'­M I N. - III
=Hill
1
10'
FOOTING KEY IN CUT -OFF
TRENCH
* CUT TRENCH TO STABLE SOIL MATERIAL, BUT IN
NO CASE MAKE IT LESS THAN 2' DEEP
18" CLASS B
RIP RAP
:_CGI
CRETE ANTI -SEEP
_AR
CONCRETE ANTI -SEEP
COLLAR
18" MIN.
12"
ANTI -SEEP COLLAR INSTALLATION NOTES: POROUS 3 EACH BAFFLES
I.D.
BASIN
BOTTOM
ELEV.
BARREL
INV.IN
ELEV.
BARREL
INV. OUT
ELEV.
BARREL
DIA.
BARREL
LENGTH
ORIFICE
DIA.
TOP OF
DAM
ELEV.
EMERGENCY
SPILLWAY
ELEV.
RISER
DIA.
RISER
RIM
ELEV.
SEDIMENT
CLEANOUT
ELEV.
BASIN C
809.00
809.00
808.82
24"
35'
1.8"
814.50
813.00
36"
812.00
810.00
10'
100'
2.0'
6'
NOTE--
EXACT ELEVATIONS TO BE FIELD VERIFIED AND ADJUSTED PRIOR
TO ACTUAL CONSTRUCTION OF SEDIMENT BASIN.
SEDIMENT /DRY DETENTION BASIN
N.T.S.
I.D.
REQ'D
STORAGE
(c.f.)
REQ'D
SURFACE AREA
(S.f.)
WIDTH
LENGTH
DEPTH
WEIR
LENGTH
TRAP G
1440
804.7
10'
45'
2.5'
4'
TRAP H
3240
1492.0
50'
25'
2.5'
4'
TRAP J
1440
1713.9
10'
100'
2.0'
6'
* D.A. < 1 ACRE (NO SKIMMER REQ'D)
V :kTIRI[elm
NOTES-
"C" ENCLOSURE
WATER ENTRY UNIT
AFTER FILL HAS BEEN PLACED A
MIN. 18" OVER BARREL, CONTRACTOR
TO EXCAVATE ANTI —SEEP COLLAR TO
MIN. DIMENSIONS SHOWN AND
BACKFILL WITH P -610 CONCRETE.
PERSPECTIVE VIEW OF SKIMMER
-MBLY
NOTE: INSTALL BAFFLES IN SAME MANNER
AS SILT FENCE. REPLACE SILT FENCE
FABRIC WITH 700 g/ sq m COIR
EROSION BLANKET. BAFFLES SHALL
EXTEND UP THE ENTIRE SIDES OF
THE BASIN.
5' MIN.
F��
COMPACTED SOIL
PLAN
BAFFLES 3
N.T.S. EC -2
2' MIN.
NOTES'
1. TEMPORARY SILT DIVERSION DITCH WILL NOT BE MEASURED.
COST WILL BE INCIDENTAL TO OTHER ITEMS.
2. TEMPORARY GROUND COVER MUST BE ESTABLISHED IN ALL
DIVERSION DITCHES.
TEMPORARY SILT DIVERSION DITCH
N.T.S.
1. MAINTAIN EXISTING TEMPORARY SEDIMENT TRAPS.
2. STORAGE CAPACITY SHALL BE
3,600 FT3 / ACRE OF
DISTURBED AREA.
3. STONE SIZE SHALL BE CLASS
'B' WITH A ONE FOOT
(1 FT.) LAYER OF NCDOT # 57
4. PLACE FILTER FABRIC BELOW
RIP RAP.
5. REMOVE SEDIMENT TRAPS AS
DIRECTED BY THE ENGINEER.
6. REMOVE SEDIMENT WHEN VOLUME
IS ONE —HALF OF
REQUIRED STORAGE VOLUME
7. REQUIRED STORAGE CAPACITY
AND SURFACE AREA
ARE MEASURED
FROM THE WEIR ELEVATION.
DESCRIPTION
SIDE VIEW
SKIMMER SEDIMENT BASIN
N.T.S.
PVC END CA
PVC
PVC ELBOW
VC END CAP
'IPE
OLES IN
ASIDE
END VIEW OF SKIMMER
OUTLET
R A
PIEDMONT TRIAD AIRPORT AUTHORITY
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: (336) 665 -5600
FAX: [phone]
www.flyfrompti.com
00
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SEAL
027429
//'/i01 J 11 \ 0\`\
DCT DCT
DESIGNED DRAWN
LJA
CHECKED S.O.
o
www.mbakercorp.com
MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
EC2
OF EC4

I NO. I DATE I BY
DESCRIPTION
DEWATERING
CONCRETE BLOCK
o °0 ■ . oo °N o 0
o
o° °�o°o ■ � � 8%
8°�oo0llOD o �°ooa °
oa0.py`'��o� __ °o° o _
oo°JC ° O° OO °o6- p°000°8°o8�880 °O0 °0 °0 °0 °o 00000000° o
rp oo °o 00000 a o0 o
00
0 0 o0 0 000 0 00 0
0 0 00880 0 °o000 °0 °000 0 °o o ��
o° 00000 00 0 00°00 00 0000 0080° °
°poo °o° 8 0°0 °o °ooh° o —�
°N°8O o 0000= 0000000000 wo0O °00°°000000° 000 moo OD°
2:1 SLOPE WASHED STONE FILTER
TEMPORARY WIRE
SEDIMENT POOL SCREEN PROVIDE ONE DEWATERING
7 BLOCK PER SIDE
1' MIN. °soot
2' MAX. °
° °°
°
I °I
-1 III1 I 1 =III—
SEDIMENT
DROP INLET
W/ GRATE
NOTE:
COST OF INLET PROTECTION SHALL BE
INCLUDED IN THE COST OF STRUCTURE.
BLOCK AND GRAVEL PROTECTION
N.T.S.
A
ID'1
SL npF- 1 —1 /7. 1 r)p F-I A TTF-R
PLAN
SECTION A -A
H= RIP RAP TO TOP OF PIPE (MAX. H = D + T)
T= 20" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
T= 12" CLASS `B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
OUTLET WITH DITCH
D
CLASS I RIP RAP
S. Y.
TONS
FILTER FA BRIC
15"
7
3
7
18"
9
4
10
24"
15
7
15
30"1
21
11
1 22
36"
29
15
30
42"
39
20
39
48"
49
26
50
54"
60
33
62
PIPE OUTLET PROTECTION w/ DITCH
N.T.S.
A
12" No. 57
WASHED STO
(TYP)
12" No. 57
WASHED STONE
(TYP)
1.5'
MIN.
SECTION A —A
TEMPORARY RIP RAP CHECK DAM � 4 �
N.T.S.
A
29
ramminvIlmalmill
RIP RAP
FILTER F /-\mmi ,
II
NnTFS-
SECTION A —A
A
T= 20" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
1. SEE GRADING PLANS FOR RIP RAP APRON
DIMENSIONS.
2. COMPACT ANY FILL USED IN CONSTRUCTION
OF APRON.
3. RIP RAP APRON SHALL BE LEVEL WITH RECEIVING
STREAM OR SLIGHTLY BELOW.
OUTLET WITHOUT DITCH
D
CLASS I RIP RAP
S. Y.
TONS
FILTER FABRIC
15"
3
2
6
18"
4
2
8
24"
7
4
12
30"
11
7
17
36"
16
10
23
42"
22
13
30
48"
28
17
1 38
54"
36
21
1 47
PIPE OUTLET PROTECTION WITHOUT DITCH
N.T.S.
r--CLASS 'B' EROSION
CONTROL STONE
1AT 24"
MAX.
7 CENTER
I
FILTER FABRIC
S 'B' EROSION
COL STONE
R A
PIEDMONT TRIAD AIRPORT AUTHORITY
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: (336) 665 -5600
FAX: [phone]
www.flyfrompti.com
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Q -Y 7
SEAL
027429
INE������
�R y
DCT DCT
DESIGNED DRAWN
LJA
CHECKED S.O.
.aker
www.mbakercorp.com
MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
EC3
OF EC4

A
F�
/
/
I
I
I
F�-Ow
12" No. 57
WASHED STONE
J
i
i
FLOW
NO. I DATE I BY
12" No. 57 -
WASHED STONE
1.5'
PI AN
1' 3'
CLASS B RIP RAP
A
FLOW
n
_v
\'_36" PIPE MAX
CLASS B RIP RAP
0.104144114, '
/ I �i ,
SECTION A -A
PIPE INVERT
36" PIPE, MAX.
ROCK PIPE INLET PROTECTION
N.T.S.
DESCRIPTION
I _ 4' _ I ni\iF-DQIr)NI nivF_
NnTF _q-
1. USE DIVERSION DITCHES TO CONVEY SEDIMENT -LADEN RUNOFF TO INLET.
SEE DETAIL 3, THIS SHEET.
2. ENTRANCE TO BE CONSTRUCTED OF A STANDARD FLARED -END SECTION
WITH A MIN. 6" METAL TOE PLATE. ALL FITTINGS MUST BE WATERTIGHT.
A STANDARD T- SECTION FITTING MAY ALSO BE USED AT THE INLET.
3. SOIL TO BE HAND - COMPACTED AROUND AND UNDER THE PIPE IN
6" LIFTS TO ACHIEVE FIRM CONTACT BETWEEN THE PIPE AND THE SOIL.
4. REMOVE SLOPE DRAINS AND DIVERSION DITCHES UPON THE COMPLETION
OF THE PROJECT, AS DIRECTED BY THE ENGINEER.
TOP OF DIVERSION
f
NATURAL GROUND o
DIVERSION CHANNEL
TEMPORARY SLOPE DRAIN
N.T.S.
4'
DO-
MIN.
TOP OF HAND - COMPACTED
FILL (ISLAND)
SECTION VIEW OF INLET
2
EC -4
Ln z
Lz
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R A
PIEDMONT TRIAD AIRPORT AUTHORITY
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: (336) 665 -5600
FAX: [phone]
www.flyfrompti.com
00
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N C A R O'%
Q 7
SEAL
027429
�R y
DCT DCT
DESIGNED DRAWN
LJA
CHECKED S.O.
.aker
www.mbakercorp.com
MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
EC4
OF EC4
�
1
SECTION VIEW OF INLET
2
EC -4
Ln z
Lz
o�
R A
PIEDMONT TRIAD AIRPORT AUTHORITY
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: (336) 665 -5600
FAX: [phone]
www.flyfrompti.com
00
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SEAL
027429
�R y
DCT DCT
DESIGNED DRAWN
LJA
CHECKED S.O.
.aker
www.mbakercorp.com
MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
EC4
OF EC4

LEGEND
- -
61
UIF1!FL W
FL
OF FLOW GRADE TO SLOPE DRAIN
TYPE I MATTING
(Detail 1, Sheet EC1)
o �o o go c�
0 0 o RIP RAP CHANNEL LINING
''
In
7 / "C 84e 84 38 I'::t5 I
IN B41.A1 _ 1 8.7.ao
0KT 845.38 N { 8 -10 -19
INV 838.76..
DESCRIPTION
PROPOSED SAND FILTER BASIN
20 10 0 20
SCALE IN FEET
t
1
t
f
t
1
t
!„!
RIGHT-OF-WAY/ LEASE LINE
"3 CONC. RISER ...
— — — — —
LIMIT OF CONSTRUCTION
TOP/RISER A3180
PERENIAL STREAM SURVEY
CO
fr°.�,•- .-�
6 CIAP 1N 824.64
36- RCP 1
Q
OU 824.40
50FT JORDAN BUFFER
ZQ
100FT AIRPORT BUFFER
AK NNER
�YAO�' C
STREAM BUFFER DELINEATION
0 rye. CPP
FENCE (ORANGE SAFETY FENCE)
Ste:
EXISTING CONTOUR
1 �
1 �
PROPOSED CONTOUR
RE LOC ATED
835
GRAVEL CONSTR. ENTRANCE
°
(Detail 3, Sheet EC1)
PROPO..SED'ROADW
13
INLET PROTECTION
STA 1"0 +35.75
'` MATCH EXIST.
(Detail 1, Sheet EC3)
BEGIN CONSTRUCTION
ROCK PIPE INLET PROTECTION
STA. 10 +17.77
1
(Detail 1, Sheet EC4)
N 857383.0605
E 17280073.6027
- - - -
DRAINAGE DIVIDE
1t
SEDIMENT FENCE
61
UIF1!FL W
FL
OF FLOW GRADE TO SLOPE DRAIN
TYPE I MATTING
(Detail 1, Sheet EC1)
o �o o go c�
0 0 o RIP RAP CHANNEL LINING
''
In
7 / "C 84e 84 38 I'::t5 I
IN B41.A1 _ 1 8.7.ao
0KT 845.38 N { 8 -10 -19
INV 838.76..
DESCRIPTION
PROPOSED SAND FILTER BASIN
20 10 0 20
SCALE IN FEET
t
1
t
f
t
1
t
!„!
t
tivY t
"3 CONC. RISER ...
">,+ i32S
. .TRASH RACK
TOP/RISER A3180
ki' EPHO" Nx ) 831.16
11
fr°.�,•- .-�
6 CIAP 1N 824.64
36- RCP 1
,,, EGG„
OU 824.40
�f
f
�k f r
AK NNER
�YAO�' C
A.tACHFO
0 rye. CPP
,. 1 caolLGN
Ste:
2
1 �
1 �
RE LOC ATED
2
OUTLETCHAN,NEL
t
SECTION C -C
N.T.S.
NOTE:
1. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES UNTIL ALL SLOPES
HAVE BEEN STABILZED. EROSION CONTROL MEASURES SHALL ONLY BE REMOVED
UPON FINAL INSPECTION AND APPROVAL OF NCDENR.
2. CONTRACTOR SHALL RESTORE ALL TEMPORARY AREAS WITHIN THE BUFFER AND
STREAM AREAS TO PRE - CONSTRUCTION CONDITIONS PRIOR TO COMPLETION OF
THE PROJECT.
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SEAL
027429
�R y ° P��
DESIGNED DRAWN
LJA
CHECKED S.O.
.aker
www.mbakercorp.com
MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
SD1
OF SD1
1
\ 1
�
1 1
1
1 �
1 �
1
1
SECTION C -C
N.T.S.
NOTE:
1. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES UNTIL ALL SLOPES
HAVE BEEN STABILZED. EROSION CONTROL MEASURES SHALL ONLY BE REMOVED
UPON FINAL INSPECTION AND APPROVAL OF NCDENR.
2. CONTRACTOR SHALL RESTORE ALL TEMPORARY AREAS WITHIN THE BUFFER AND
STREAM AREAS TO PRE - CONSTRUCTION CONDITIONS PRIOR TO COMPLETION OF
THE PROJECT.
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SEAL
027429
�R y ° P��
DESIGNED DRAWN
LJA
CHECKED S.O.
.aker
www.mbakercorp.com
MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
SD1
OF SD1

1. REMOVE EXISTING SEDIMENT CONTROL MEASURES AS DIRECTED.
BACKFILL AREA TO MATCH PRE - CONSTRUCTION GRADES.
2. APPLY TEMPORARY SEEDING IN RIPARIAN BUFFER IN ACCORDANCE
WITH SPECTEMPORARY SEEDING TABLE, THIS SHEET.
3. SCARIFY, APPLY TEMPORARY SEEDING AND PLACE TURF REINFORCEMENT
MATTING ON THE STREAM BANKS PER DETAIL 2, SHEET BR2.
4. INSTALL LIVE STAKES ALONG STREAM BANKS PER SPECIFICATIONS ON
THIS SHEET AND DETAIL 1, SHEET BR2. REMOVE EQUIPMENT, APPURTENANCES,
CONSTRUCTION DEBRIS AND TRASH FROM THE PROJECT AREA.
5 APPLY PERMANENT SEEDING AND /OR PLANTINGS AS DIRECTED IN THE IN
REMAINING DISTURBED AREAS WITHIN THE PROJECT AREA IN ACCORDANCE
PERMANENT SEEDING TABLE ON THIS SHEET AND ALL OTHER APPLICABLE
DETAILS /SPECIFICATIONS.
NO. I DATE I BY
SEEDING TABLE
LEGEND
BUFFER RESTORATION PLAN
20 10 0 20
SCALE IN FEET
Temporary Seeding:
The seedbed shall be properly prepared and amended with Agricultural lime (2000 -3000 Iblacre) and 10 -10 -10 fertilizer
(700 -1000 lb acne) prior to seeding, in accordance with the North Carolina Erosion and Sediment Control, Planning and
Design Manual. Temporary seeding shall be required for denuded areas that will not be brought to final grade or worked
within 30 days or in areas where surface stabilization is needed due to construction activities. Floodplain wetlands shall not
receive temporary seeding.
Winter Seeding Rate Seeding Dates
Winter Rye 130 lb/acre August 15 - December 1
Summer Seeding Rate (Iblacre) Seeding Dates
Browntop Millet 45 April 15 - August 15
German Millet 45 April 15 - August 15
After seeding, apply 200 lb/acre of paper mulch or equivalent suitable mulch. Anchor by tacking with netting or by
crimpling with a mulch anchor tool. A disk with the blade set nearly vertical can be used as a mulching tool.
Permanent Seeding:
The seedbed shall be properly prepared and amended with Agricultural lime (4000 Iblacre) and 10-10-10 fertilizer (1200 lb
acre) prior to seeding, in accordance with the North Carolina Erosion and Sediment Control, Planning and Design Manual.
Permanent seeding shall be completed within 30 days of final construction activities. Wetland buffers and floodplain
wetlands shall not receive permanent seeding.
Seeding Rate (Iblacre) Seeding Dates
Browntop Millet 45 April 1 - July 15
German Millet 46 April 1 - July 16
After seeding, apply 300 Iblacre of paper mulch or equivalent suitable mulch. Anchor by tacking with netting or by
crimpling with a mulch anchor tool. A disk with the blade set nearly vertical can be used as a mulching tool.
Maintenance:
Damaged, bare or denuded areas will be reseeded and fertilized as needed. If growth is less than adequate, the seeded
area will be top dressed with an appropriate amount of fertilizer dependant on soil chemistry in accordance with standard
industry practices.
;7:kTjR1[6 M
DESCRIPTION
Planting Palette for Zone 1: Streambank Stabilization
C01VUVTDN 1,1A 1,1AMM
PLANTING WETLAND
FOPJVIS
STRATA COMMON DAME DENSITY INDICATOR *
FORMS
SHRUBS
1470 virginica
cephalanthus occidentaias Button bush 43,560 stems /acre; QBL
Live Stake
Co mus arra0rraUm Silky dogwood 1 stern/square foot FA W+
Live Stake
sralix n gra Black willow OBL
Live Stake
pproximately equal numbers of at least two species selected from the above list shout d be planted in
the form
oted (Live Stake) to reach the required density of 4 3,5 60 stems /acre or 1 stern /square foot
lzonwood
See pl anting detail number 3 for live stake planting methods.
gambucu5 canadensi.5
* - Wetland indicator status according to USFWS (1988).
Redbud
S„` TA
C01VUVTDN 1,1A 1,1AMM
DENSITY IbTDICATOR
FOPJVIS
3 ilky dogullood
FA '+
00
1470 virginica
e r negundo
Box Elder
430 aia afac a FAQ'
SatiI nigra
Fiwr birch
FA
"tali sea"acea
carpinus ca7ohmiana
lzonwood
F
gambucu5 canadensi.5
acts Cana ans3'j
Redbud
FA CU
r�carpoz orb bli.5
Lio-zpyro,s virgin iana
persitiumn
FA
Vib urnum den tall
, "y . s po nnsy Iva nica
Oneen ash
FACE'
ApFro xirrately equal o e_ of at
5y/vatic 5ylvatica
Blw k gum
FA
req mirecl de of 21 /'ac -
Pia tanu s occidentahs
S 3marnore
FAC -
w�
Pig ll
V,7il l
FA -
j
Ap _ tel equal hurnberg of at least four cieo selected from the ale list shnuld be plahted in the
forra no to r1(C'on r) to teac h the d &nsity density of 430 stevislacn
Qphalanthuz occidentahs
Buttom busli 21 &cr-_ BL
C'Ornu m
3 ilky dogullood
FA '+
00
1470 virginica
virgiTd alow
FF.ACIV
"tali sea"acea
silkywfllow
L
J�
gambucu5 canadensi.5
Elde +:emr
FA Q -
O
r�carpoz orb bli.5
C:ordl b erry
F.A -
C:
Vib urnum den tall
Aamw-vmod
FA
zz
ApFro xirrately equal o e_ of at
least a spe cis selected fro m the i should be
reed im the
form te d (Core r) h the
req mirecl de of 21 /'ac -
See plariting detail nurabler ore, for contaixwrizecl b.
C —_ Container
STEPS IN BAR PLANTING
PLANTING SCHEDULE
GENERAL NOTES:
1. INSERT BAR AS SHOWN, AND PUSH HANDLE FORWARD.
2. REMOVE THE BAR, AND PLACE SEEDLING AT CORRECT DEPTH.
3. INSERT BAR 3 TO 4 INCHES FROM SEEDLING (TOWARD YOU), AND PULL HANDLE TO
CLOSE BOTTOM OF HOLE.
I:!111111101-- 1:1:F.1 101■] 4=17+] [Alifil0 elk toIl711#1-11=11111111filA:161
5. REMOVE BAR, AND CAREFULLY CLOSE THE OPENING WITH YOUR HEEL TO AVOID
INJURING THE SEEDLING.
6. THIS TECHNIQUE WILL NOT BE USED FOR CONTAINERIZED TREES.
7. DEPTH OF HOLE MUST BE DEEP ENOUGH TO ACCOMMODATE ENTIRE TAP ROOT.
8. AVOID ROOT- PRUNING.
GENERAL NOTES:
STEPS IN HOEDAD PLANTING
1. SWING HOEDAD FROM OVERHEAD DOWNWARD, SINKING THE BLADE ITS FULL
LENGTH VERTICALLY INTO SOIL (MINIMUM DEPTH OF SLOT IS 8 INCHES).
2. PULL THE BLADE UPWARD SLIGHTLY BY LIFTING THE END OF HANDLE.
3. PUSH THE HANDLE DOWNWARD WHILE PULLING BACK TO OPEN HOLE.
4. WITH THE BLADE IN CAVITY TO HOLD BACK LOOSE SOIL, CAREFULLY PLACE
SEEDLING IN HOLE, MAKING SURE ROOTS ARE FULLY EXTENDING. THEN REMOVE THE
BLADE.
5. CLOSE THE HOLE BY INSERTING HOEDAD BESIDE THE SEEDLING, THEN LIFTING UP
AND PUSHING DOWN ON THE HANDLE TO TIGHTEN SOIL. THEN PUSH SOIL TOWARD
SEEDLING.
BE SURE PLANTING SLOT IS CLOSED COMPLETLY.
6. A MINIMUM OF FOUR (4) SPECIES OF BARE ROOT TREE SEEDLINGS SHALL BE
9. AVOID J- ROOTING (SEE 6 ABOVE). SELECTED AND INSTALLED.
10. NO SEEDINGS SHOULD BE PLANTED WITHIN THE SEWER LINE RIGHT-OF-WAY. 7. SEE "APPROVED BARE ROOT SPECIES" LIST (BELOW) FOR ALTERNATIVES.
8. THIS TECHNIQUE WILL NOT BE USED FOR CONTAINERIZED TREES.
BARE ROOT SEEDLING PLANTING DETAIL (APPROVED METHODS)
N.T.S.
R A
PIEDMONT TRIAD AIRPORT AUTHORITY
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: (336) 665 -5600
FAX: [phone]
www.flyfrompti.com
N C A
"�13F ESS /0 °
Q '
-Y -.7
SEAL
027429
F'NGINE������
�R y
DCT DCT
DESIGNED DRAWN
LJA
CHECKED S. 0.
rr
.aker
www.mbakercorp.com
MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
BR1
OF BR2
00
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Q0�
z
J�
a
Z
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0(.)
Z
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4
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N C A
"�13F ESS /0 °
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SEAL
027429
F'NGINE������
�R y
DCT DCT
DESIGNED DRAWN
LJA
CHECKED S. 0.
rr
.aker
www.mbakercorp.com
MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
BR1
OF BR2

NO. I DATE I BY
ta�
leg
N
r
1" max. dia.
GENERAL NOTES:
At least 2 nodes
(6 " +) of live stake
above ground surface
nd Surface covered
rf reinforcement matting (TRM)
At least 2 nodes of
live stake below ground
surface
1. AFTER INSTALLATION OF TURF REINFORCEMENT MATTING, LIVE STAKES SHALL
BE INSTALLED ON THE STREAMBANKS.
2. EACH LIVE STAN SHALL BE 24' -36" TALL WITH A DIAMETER OF 112 -1" MAXIMUM
AND AT LEAST 4 NODES (BUDS). AT LEAST 2 NODES (6") OF THE LIVE STAKE SHALL
BE ABOVE GROUND SURFACE AND AT LEAST 2 NODES (12" +) SHALL BE BURIED
BENEATH THE GROUND SURFACE. INSTALL LIVE STAKE TO BELOW- GROUND DEPTH
OF 12' -18", THEN PRUNE ABOVE - GROUND PORTION OF LIVE STAKE ABOVE SECOND
NODE.
3. LIVE STAKES SHALL BE INSTALLED AT A SPACING OF 1' ON CENTER (O.C.), FROM
TOE OF STREAM BANK TO A PERPENDICULAR DISTANCE OF 9 FROM TOE OF EACH
STREAM BANK.
4. LIVE STAKES SHALL BE INSTALLED IN 100% COCONUT FIBER LOGS AND THROUGH
TURF REINFORCEMENT MATTING (TRM).
5. LIVE STAKE CUTTINGS SHALL BE COLLECTED WITHIN 30 MILES OF PROJECT SITE.
;7:kTJR1[6 M
DESCRIPTION
LIVE STAKING DETAIL
NOT TO SCALE
fortlllzer and seed. Use turf relnforcement matting 0125 from North American
Green or equivalent.
2. Begin at the tap of the channel by anchoring the blanket in a 6" deep x 6"
wide trench with approximatel 12" of blanket extended befyond the up -slope
approximate
approximately ca. Anchor e9b� blanket of hehtren h. Bacakfilleand compact the
trench after stapling. Apply seed to compacted soil and fold remaining g 12"
portion of blanket back over seed and compacted soil. Secure blanke�jt over
compacted soil with a row of staples/stakes spaced approximately 12" apart
across the width of the blanket.
3. Full length edgge of blankets must be anchored with a row of staples/stakes
approximately 12" apart in a 6" deep x 6" wide trench. Backfill and compact the
trench after stapling.
4. Adjacent blankets must be overlapped approximately 6" and stapled. To
ensure proper seam alignment, place he edge of the overlapping blanket
�blankot being installed on top) even with the colored seam stitch (if using nag
25) on the blanket being overlapped.
5. The terminal end of the blankets must be anchored with a row of
staples/stakes approximately 12" apart in a 6" deep x 6" wide trench_ Backfill and
compact the trench after stapling.
TURF REINFORCEMENT DETAIL
NOT TO SCALE
Water Rei
1M7MT +'[C77 -f7
"_ - =y remove leader
GENERAL NOTES:
Tree or Shrub shall be
installed so the 118
of the root ball will
be above grade.
D
%.P,IIIPCIVted Badcfill
1. CONTAINERIZED TREES AND SHRUBS SHALL BE 1 GALLON OR 3 GALLON SIZE.
2. CONTAINERIZED TREES AND SHRUBS SHALL BE PURCHASED FROM A NURSERY
WITH STOCK THAT ORIGINATED WITHIN 100 MILES OF PROJECT SITE.
3. CONTAINERIZED TREES AND SHRUBS SHALL BE INSTALLED VERTICALLY.
4. A MINIMUM OF FOUR (4) SPECIES OF CONTAINERIZED TREES AND THREE (3)
SPECIES OF CONTAINERIZED SHRUBS SHALL BE SELECTED AND INSTALLED. SEE
"APPROVED CONTAINERIZED SPECIES" LIST FOR ALTERNATIVES.
5. OVEREXCAVATE PLANTING HOLES BY 113 TOTAL DEPTH AND BACKFILL.
CONTAINERIZED TREE OR
SHRUB PLANTING DETAIL
NOT TO SCALE
AV
gyp' HiNtIMMMMIRE is
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: (336) 665 -5600
FAX: [phone]
www.flyfrompti.com
N C A R O'%
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DESIGNED DRAWN
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CHECKED S.O.
.aker
www.mbakercorp.com
MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
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CHECKED S.O.
.aker
www.mbakercorp.com
MICHAEL BAKER
ENGINEERING, INC
7800 Airport Center Drive
Suite 100
Greensboro, NC 27409
OFC: (336)931 -1500
FAX: [phone]
DATE: APRIL 2013
SCALE: AS SHOWN
SHEET
BR2
OF BR2