20191081 Ver 1_SWM plans_20190812

PROJECT LOCATION MAP
PIEDMONT TRIAD
INTERNATIONAL AIRPORT
RENTAL CAR FACILITIES RELOCATION
kFORSY H
COUNTY
WINSTON�
SALEM o 0
40 0
ROCKINGHAM
COUNTY
'IFDMONT TRIADr
INTERNATIONAL
AIRPORT)
DAVIDSON A(
COUNTY jj
-- PROJECT \
2 LOCATION
�� G � ILFORD
COUNTY
GREENSBORO
40 _
a \ 40
0
a n �
POINTS 421
220 L—t
RANDLEMA
iVICIN ITY MAP
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MILES
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NOT FOIA CO\TST111JC'1'IO\T
SPT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
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AAB MJO
DESIGNED DRAWN
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CHECKED APPROVED
BakerMichael
INTERNATIONAL
www.mbakerinti.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
(0'-1-001
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\01 Genera l\G-001—TITLE SHEET AND INDEX OF DRAWINGS.dwg
INDEX OF DRAWINGS
G-001
TITLE SHEET AND INDEX OF DRAWINGS
G-002
LEGEND AND ABBREVIATIONS
G-003
PROJECT LAYOUT PLAN
C-100
EXISTING CONDITIONS AND DEMOLITION
PLAN - 1
C-101
EXISTING CONDITIONS AND DEMOLITION
PLAN - 2
C-102
EXISTING CONDITIONS AND DEMOLITION
PLAN - 3
C-103
EXISTING CONDITIONS AND DEMOLITION
PLAN - 4
C-104
EXISTING CONDITIONS AND DEMOLITION
PLAN - 5
C-200
SITE PLAN - 1
C-201
SITE PLAN - 2
C-202
SITE PLAN - 3
C-203
SITE PLAN - 4
C-204
SITE PLAN - 5
C-300
GRADING AND DRAINAGE PLAN - 1
C-301
GRADING AND DRAINAGE PLAN - 2
C-302
GRADING AND DRAINAGE PLAN - 3
C-303
GRADING AND DRAINAGE PLAN - 4
C-304
GRADING AND DRAINAGE PLAN - 5
C-400
STORMWATER MANAGEMENT PLAN - 1
C-401
STORMWATER MANAGEMENT PLAN - 2
C-500
STORMDRAIN PROFILE
C-600
STORMWATER MANAGEMENT DETAILS -
1
C-601
STORMWATER MANAGEMENT DETAILS -
2
C-602
STORMWATER MANAGEMENT DETAILS -
3
C-603
STORMWATER MANAGEMENT DETAILS -
4
kFORSY H
COUNTY
WINSTON�
SALEM o 0
40 0
ROCKINGHAM
COUNTY
'IFDMONT TRIADr
INTERNATIONAL
AIRPORT)
DAVIDSON A(
COUNTY jj
-- PROJECT \
2 LOCATION
�� G � ILFORD
COUNTY
GREENSBORO
40 _
a \ 40
0
a n �
POINTS 421
220 L—t
RANDLEMA
iVICIN ITY MAP
1 0 1 2 3 4
MILES
Foll P1.4.1111ilITTIN(I"'I'"O\TI.1'
NOT FOIA CO\TST111JC'1'IO\T
SPT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
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DESIGNED DRAWN
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BakerMichael
INTERNATIONAL
www.mbakerinti.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
(0'-1-001
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\01 Genera l\G-001—TITLE SHEET AND INDEX OF DRAWINGS.dwg

LEGEND:
LIST OF ABBREVIATIONS
0 M
MANHOLE
AASHTO
AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS
AC
ADVISORY CIRCULAR
- - -
STORM PIPE
ASTM
AMERICAN SOCIETY FOR TESTING AND MATERIALS
BRL
BUILDING RESTRICTION LINE
X
FENCELINE
BW
BOTTOM OF WALL
CLR
CLEAR
TOFA
TAXIWAY OBJECT FREE AREA
CLSM
CONTROLLED LOW STRENGTH MATERIAL
CMP
CORRUGATED METAL PIPE
BRL
BUILDING RESTRICTION LINE
DI
DROP INLET
ELEV
ELEVATION
TSA
TAXIWAY SAFETY AREA
FAA
FEDERAL AVIATION ADMINISTRATION
HSG
HYDROLOGIC SOIL GROUP
HT
HEIGHT
---- RSA ----
RUNWAY SAFETY AREA
INC
INCORPORATED
LOD
LIMIT OF DISTURBANCE
- - OFZ
OBJECT FREE ZONE
MAX
MAXIMUM
MH
MANHOLE
- - XXXX- -
EXISTING MAJOR CONTOUR
MIN
MINIMUM
NAD
NORTH AMERICAN DATUM
- - - -
EXISTING MINOR CONTOUR
NAVD
NORTH AMERICAN VERTICAL DATUM
NCSAM
NORTH CAROLINA STREAM ASSESSMENT METHOD
W
EXISTING WATERLINE
NCWAM
NORTH CAROLINA WETLAND ASSESSMENT METHOD
NTS
NOT TO SCALE
OC
ON CENTER
SS
EXISTING SANITARY SEWER LINE
PCC
PORTLAND CEMENT CONCRETE
POI
POINT OF INVESTIGATION
P
EXISTING POWER LINE
PTIA
PIEDMONT TRIAD INTERNATIONAL AIRPORT
RCP
REINFORCED CONCRETE PIPE
ROFA
RUNWAY OBJECT FREE AREA
T
EXISTING TELECOMMUNICATIONS LINE
RPZ
RUNWAY PROTECTION ZONE
RSA
RUNWAY SAFETY AREA
RW
RUNWAY
G
EXISTING GAS LINE
SCM
STORMWATER CONTROL MEASURE
STD
STANDARD
EXISTING STREAM/BODY OF WATER
TSA
TAXIWAY SAFETY AREA
LOD LIMIT OF DISTURBANCE
TRENCH DRAIN
PROPOSED STORM PIPE
F] STORM JUNCTION
O STORM MANHOLE
IN STORM INLET
m STORM FLOW BLOCKER
%,= STORM ENDWALL
RIPRAP
FLOW ARROW
TW TOP OF WALL
BW BOTTOM OF WALL
REVISIONS
NO. I DATE I BY DESCRIPTION
PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
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BakerMichael
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: NONE
SHEET
G-002
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWG S\00—Active File\01 CADD\01 Genera l\G-002—LEGEND AND ABBREVIATIONS.dwg

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REVISIONS
NO. I DATE I BY DESCRIPTION
'PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
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BakerMichael
INTERNATIONAL
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
G-003
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\01 Genercl\G-003—PROJECT LAYOUT PLAN.dwg

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LEGEND
LOD LIMIT OF DISTURBANCE
X890
ago TAXIWAY J w°° / - 895 EXISTING 5' MAJOR CONTOURS
EXISTING V MINOR CONTOURS
_ 885 88s = = Y= EXISTING STREAM/BODY OF
WATER
1 PROPOSED DEMO LIMITS
sa
REVISIONS
NO. I DATE I BY DESCRIPTION
PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
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NOT FOR
CONSTRUCTION
AAB EAB
DESIGNED DRAWN
CHECKED APPROVED
BakerMichael
INTERNATIONAL
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-1 00
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-100—EXISTING CONDITIONS AND DEMOLITION PLANS.dwg
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068
LEGEND
LOD LIMIT OF DISTURBANCE
X890
ago TAXIWAY J w°° / - 895 EXISTING 5' MAJOR CONTOURS
EXISTING V MINOR CONTOURS
_ 885 88s = = Y= EXISTING STREAM/BODY OF
WATER
1 PROPOSED DEMO LIMITS
sa
REVISIONS
NO. I DATE I BY DESCRIPTION
PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
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AAB EAB
DESIGNED DRAWN
CHECKED APPROVED
BakerMichael
INTERNATIONAL
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-1 00
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-100—EXISTING CONDITIONS AND DEMOLITION PLANS.dwg

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MATCHLINE - SEE SHEET C-100
LEGEND
LOD LIMIT OF DISTURBANCE
895 EXISTING 5' MAJOR CONTOURS
EXISTING V MINOR CONTOURS
EXISTING STREAM/BODY OF
WATER
BRUSH CREEK CONSERVATION
AREA
I LMHUKAKY tzKU51UN UUN I KUL
MEASURES FOR PAST
CONSTRUCTION PROJECTS
REMOVE EXISTING
RIPRAP
Ilio
I'0'-0
100 50 0 100
SCALE IN FEET
KEY MAP
REVISIONS
NO. I DATE I BY DESCRIPTION
SPT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
N
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00/1/1111
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DESIGNED
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MATCHLINE - SEE SHEET C-100
LEGEND
LOD LIMIT OF DISTURBANCE
895 EXISTING 5' MAJOR CONTOURS
EXISTING V MINOR CONTOURS
EXISTING STREAM/BODY OF
WATER
BRUSH CREEK CONSERVATION
AREA
I LMHUKAKY tzKU51UN UUN I KUL
MEASURES FOR PAST
CONSTRUCTION PROJECTS
REMOVE EXISTING
RIPRAP
Ilio
I'0'-0
100 50 0 100
SCALE IN FEET
KEY MAP
REVISIONS
NO. I DATE I BY DESCRIPTION
SPT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
Michael Baker
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C_ 10 1
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-100—EXISTING CONDITIONS AND DEMOLITION PLANS.dwg
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Michael Baker
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C_ 10 1
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-100—EXISTING CONDITIONS AND DEMOLITION PLANS.dwg
= NOT
FOR =
CONSTRUCTION
00/1/1111
AAB
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DESIGNED
DRAWN
DSK
GBV
CHECKED
APPROVED
Michael Baker
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C_ 10 1
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-100—EXISTING CONDITIONS AND DEMOLITION PLANS.dwg

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MICHAEL BAKER
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Greensboro,NC 27409
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AREA
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-100—EXISTING CONDITIONS AND DEMOLITION PLANS.dwg

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PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
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INTERNATIONAL
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-1 03
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING Q:\HBA—BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-100—EXISTING CONDITIONS AND DEMOLITION PLANS.dwg

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NO. I DATE I BY DESCRIPTION
SPT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
BakerMichael
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-1 04
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-100—EXISTING CONDITIONS AND DEMOLITION PLANS.dwg
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MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-1 04
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-100—EXISTING CONDITIONS AND DEMOLITION PLANS.dwg
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BakerMichael
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-1 04
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-100—EXISTING CONDITIONS AND DEMOLITION PLANS.dwg

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PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
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1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
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www.flyfrompti.com
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www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-200
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-200—SITE PLANS.dwg
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I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-200
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-200—SITE PLANS.dwg

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SPT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
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www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-201
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-200—SITE PLANS.dwg
NOT
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Michael Baker
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-201
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-200—SITE PLANS.dwg

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www.mbakerintl.com
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_ ENGINEERING, INC.
LOD LIMIT OF DISTURBANCE 200 Centreport Dr.
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EXISTING STREAM/BODY OF Greensboro,NC 27409
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PROPOSED BUILDING C-202
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-200—SITE PLANS.dwg

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(NCWAM: HIGH) x o
x x x x x
x x x x x
x x x x x x x
x x x x x x x
r
x x x x x x x O
x x x x x/ `` D
x x x x
` x x
RPZ x
PROPERTY LINE
M
RIPARIAN BUFFER
PROPOSED
SCM #3
x x x x r \
R x x x x x x o
X x x EXISTING
x x
x POND PA
WETLANDWD1.2 x x x x x x 0
(NCWAM: MEDIUM) x x x x x
x x x x x
x x x x WETLAND WB2--,
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x x
x
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(NCWAM: HIGH)
O
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STANDARD PARKING
SPACE 9'X 18'
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\ 0
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STREAM SB
LOD — (NCSAM: HIGH)
x
LOD
PROPOSED
SCM #3
ADO
n
WETLAND WB1
(NCWAM: HIGH)
PROPERTY LINE
FUTURE ULTIMATE RPZ
(1,000'X 2,500'X 1,750)
RIPARIAN BUFFER
STREAM SC
(NCSAM: MEDIUM)
I
O
0
�J
100 50 0 100
SCALE IN FEET
KEY MAP
REVISIONS
NO. DATE BY DESCRIPTION
SPT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
L.L
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LUJ
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Z LU Q
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L.L Q
Z
LU
Z
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G
0
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NOT FOR
CONSTRUCTION
AAB EAB
DESIGNED DRAWN
CHECKED APPROVEDI
1 N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-203
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-200—SITE PLANS.dwg

G
FA
G —
ER ROAD
IRL BLF—
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X X
L BRL BRL BR L�-- BRL BRL BRL BRL —
X
X
G
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G�
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WETLAND WA
(NCWAM: HIGH)
RIPARIAN BUFFER
G cpz x X_j
G G RPZ
G G —
G G -
- G —
/TO�FA TOFA — TOFA
FUTURE NORTH PEI
B L — -----
UO
r
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r
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0
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HORSEPENCREEK TRIBUTARY'G'
r STREAM SA
o NCSAM : HIGH (UPPER), MEDIUM (LOWER) o
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r
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CHIMNEY ROCK SITE
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BRL—BRL—BRL-
REV.
RL BRL BRL-
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LEGEND
LOD LIMIT OF DISTURBANCE
EXISTING STREAM/BODY OF
WATER
X X X X X X X X EXISTING WETLAND
/ XXXXXXXX
100 50 0 100
SCALE IN FEET
KEY MAP
REVISIONS
NO. I DATE I BY DESCRIPTION
SPT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
L.L
0
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J 0
Q
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00
J L0
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0�
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BakerMichael
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C -204
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-200—SITE PLANS.dwg
= NOT
FOR =
CONSTRUCTION
0011/1111
AAB
EAB
DESIGNED
DRAWN
DSK
GBV
CHECKED
APPROVED
BakerMichael
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C -204
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-200—SITE PLANS.dwg

MATCHLINE - SEE SHEET C-301
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PROPOSED
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SHALLOW ROUND 1 I Q
MANHOLE (TYP.) _ C-602
i—�_ �11111111111ii
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FLOW BLOCKER (TYP.) C-601
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FUTURE
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\ I I `� / IIII DEVELOPMENT
-
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\ $90_
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LEGEND
ILL-
LOD LIMIT OF DISTURBANCE
840 PROPOSED 10' MAJOR CONTOURS - - -
— \ PROPOSED 2' MINOR CONTOURS p
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TSA TAXIWAY SAFETY AREA
TRENCH DRAIN
STORM PIPE
STORM JUNCTION
STORM MANHOLE
STORM INLET
STORM FLOW BLOCKER
STORM ENDWALL
RIPRAP
FLOW ARROW
TOP OF WALL
BOTTOM OF WALL
100 50 0 100
SCALE IN FEET
KEY MAP
REVISIONS
NO. I DATE I BY DESCRIPTION
SPT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
L.L
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Q z Q
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Q F
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O o CD
W Q
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BakerMichael
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-300
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-300—GRADING AND DRAINAGE PLANS.dwg
NOT
FOR =
CONSTRUCTION
AAB
EAB
DESIGNED
DRAWN
DSK
GBV
CHECKED
APPROVED
BakerMichael
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-300
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-300—GRADING AND DRAINAGE PLANS.dwg

MATCHLINE - SEE SHEET C-300
LEGEND
LOD
LIMIT OF DISTURBANCE
TRENCH DRAIN
840
PROPOSED 10' MAJOR CONTOURS -
— — — — — — -
STORM PIPE
PROPOSED 2' MINOR CONTOURS
p
STORM JUNCTION
895—
EXISTING S MAJOR CONTOURS
o
STORM MANHOLE
EXISTING V MINOR CONTOURS
■
�
III
MATCHLINE - SEE SHEET C-300
LEGEND
LOD
LIMIT OF DISTURBANCE
TRENCH DRAIN
840
PROPOSED 10' MAJOR CONTOURS -
— — — — — — -
STORM PIPE
PROPOSED 2' MINOR CONTOURS
p
STORM JUNCTION
895—
EXISTING S MAJOR CONTOURS
o
STORM MANHOLE
EXISTING V MINOR CONTOURS
■
STORM INLET
EXISTING STREAM/BODY OF
-
STORM FLOW BLOCKER
WATER
STORM ENDWALL
x x x x x x x n
EXISTING WETLAND
x x x x x x x x
RIPRAP
BRUSH CREEK CONSERVATION
AREA
—
FLOW ARROW
PROPOSED PAVEMENT
TW
TOP OF WALL
BW
BOTTOM OF WALL
PROPOSED BUILDING
TSA
TAXIWAY SAFETY AREA
1U
FUTURE
AEROSPACE
DEVELOPMENT
100 50 0 100
SCALE IN FEET
KEY MAP
REVISIONS
NO. I DATE I BY DESCRIPTION
'44 PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
ry
O cv
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NOT FOR =
CONSTRUCTION
AAB EAB
DESIGNED DRAWN
DSK GBV
CHECKED APPROVED
BakerMichael
INTERNATIONAL
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-301
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-300—GRADING AND DRAINAGE PLANS.dwg

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LEGEND
LOD
LIMIT OF DISTURBANCE
TRENCH DRAIN
840
PROPOSED 10' MAJOR CONTOURS -
— — — — — — -
STORM PIPE
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PROPOSED 2' MINOR CONTOURS
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STORM JUNCTION
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EXISTING 5' MAJOR CONTOURS
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STORM INLET
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EXISTING STREAM/BODY OF
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~
z
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TSA
TAXIWAY SAFETY AREA
0
100 50 0 100
SCALE IN FEET
KEY MAP
REVISIONS
NO. I DATE I BY DESCRIPTION
'44 PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
NOT FOR
CONSTRUCTION
AAB EAB
DESIGNED DRAWN
DSK GBV
CHECKED APPROVED
BakerMichael
INTERNATIONAL
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-302
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-300—GRADING AND DRAINAGE PLANS.dwg
ry
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CHECKED APPROVED
BakerMichael
INTERNATIONAL
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-302
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-300—GRADING AND DRAINAGE PLANS.dwg

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LOD
LIMIT OF DISTURBANCE
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PROPOSED 10' MAJOR CONTOURS
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JIIIII
'mite -10 PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
NOT FOR =
CONSTRUCTION
AAB EAB
DESIGNED DRAWN
DSK GBV
CHECKED APPROVED
Baker,Michael
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-303
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-300—GRADING AND DRAINAGE PLANS.dwg
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NOT FOR =
CONSTRUCTION
AAB EAB
DESIGNED DRAWN
DSK GBV
CHECKED APPROVED
Baker,Michael
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-303
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-300—GRADING AND DRAINAGE PLANS.dwg

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TH PERIMETER RD -� Rpz) \
B L BR �RL BR L R �RL BRL BRL B R L �$RL-iBRt- ' BRL
61
\ / 880
oo a c
I
\A
I //Iou
/�i �
CHIMNEY ROCK SITE \ J �/ / L` /
AJ
\ 1 SWALE
III 111 n l IIIIII II (IIII 1\ � �� �-/
II (IIIIqj
00 II III I[- [- I IIo
I ,
II RI, III
I I III I II I✓� I I I II ( 1 � �l
�-
I III
LJ 820
I I
1 II III I I / // / ` I �/j ROCK PROTECTION
l II I FOR EROSION
III I I L\ I I I/ �b / L / / CONTROL
LEGEND
LOD LIMIT OF DISTURBANCE
840 PROPOSED 10' MAJOR CONTOURS
PROPOSED 2' MINOR CONTOURS
895 EXISTING S MAJOR CONTOURS
EXISTING V MINOR CONTOURS
EXISTING STREAM/BODY OF
WATER
x x x x x x x x
x x x x x x x x EXISTING WETLAND
BRUSH CREEK CONSERVATION
AREA
PROPOSED PAVEMENT
PROPOSED BUILDING
TSA TAXIWAY SAFETY AREA
100 50 0 100
SCALE IN FEET
KEY MAP
REVISIONS
NO. I DATE I BY DESCRIPTION
'4991ro' PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
O LO
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C) Q Z
Q U Q
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~ Z
zLU —
� 0
Z Q
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0 (DW
NOT FOR
CONSTRUCTION
AAB EAB
DESIGNED DRAWN
DSK GBV
CHECKED APPROVED
Baker,Michael
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-304
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-300—GRADING AND DRAINAGE PLANS.dwg
TRENCH DRAIN
- — -
STORM PIPE
p
STORM JUNCTION
o
STORM MANHOLE
■
STORM INLET
-
STORM FLOW BLOCKER
.�
STORM ENDWALL
RIPRAP
—
FLOW ARROW
TW
TOP OF WALL
BW
BOTTOM OF WALL
100 50 0 100
SCALE IN FEET
KEY MAP
REVISIONS
NO. I DATE I BY DESCRIPTION
'4991ro' PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
O LO
� Z
Q
Z Q
_j O J
Q
z v W
O ° C�
LU
� Q
QC/)Z
Z w —
� � Q
W
1 U 0
Z LL Q
C) Q Z
Q U Q
Q
~ Z
zLU —
� 0
Z Q
O
0 (DW
NOT FOR
CONSTRUCTION
AAB EAB
DESIGNED DRAWN
DSK GBV
CHECKED APPROVED
Baker,Michael
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-304
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-300—GRADING AND DRAINAGE PLANS.dwg

PROPERTY LINE \\
j�jjQQ 71
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loop-
1�x
O \-
0
00
\ \\ \\1111 \ IIII DA -1 6S
\ 111 I I I r-
\
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—
\ \ \ \ \\ 11 11 1\ / " ► I i - - I4FIf
-
\
V��-
\
\ \ \ \\ \\ \ \,0,01 66
�I
\ \ \ \ \ 10' EMBANKMENT I IIII PROPOSED J I S I �I��\� / FUTURE ULTIMATE PRZ — -/'
Ixl 1 II I \1 \ 1//// % (1,000'X 2,500' X 1,750)
\ \ \ \ N (TYP.) \ I I CSM #1 1 x I
I j x 111 ���
,,
00
BIORETENTIONu 3 \ I' J I 4Cnow
S CTI N \ C-600 V 06
\ \ \ BIORETENTION 1
(TYP.) C-600
RISER (TYP
\\ \ \ \ \
.)
xx C6o2
Xxx� xx I I \ - / // J/ l) / v ( I --�\880 \�\� ���� // —i Ili �� II �
X/ -)C' x x x lx x \ \ �� / — \\ \ //�r /�� / I I SL V 41
PROPOSED
SCM #2
>� x x
7X,
�� I � � EXISTING
\ \ \ \ \\ \ \ \ \\\\\ \ \x x X (� x POND PA I L0
\J 1 xjx
LEGEND sso—
—__��--
100 50 0 100
\ � x BIORETENTION 1 ti _ / / // I I �� / �%/ / � � � � ��
( ) C 600 \ \\ // / / x �� \ I I I I 11 I l //// / / — ~j SCALE IN FEET
LOD LIMIT OF DISTURBANCE \ \ \y \\\ 111 I \ 1 / /� x x/ KEY MAP
840 PROPOSED 10' MAJOR CONTOURS
PROPOSED 2' MINOR CONTOURS
\\ I 1\\�/�\ \ \ \ �\\ \� _ ji // � / / / ,, � PR6POSED
895 EXISTING 5' MAJOR CONTOURS �
\ / I \ POI#1 // L� 3
EXISTING BOX ' \� _/ / / , � /// �� — 'i / /i f I l / �/ — — _ 5,
EXISTING 1 MINOR CONTOURS \ 1\ �`\ CULVERT 5' X 7' ` (I\ — — �D '�/ //
EXISTING STREAM/BODY OF
WATER \\ \\ \\ \ \ \ \ \ \ �� ( I �� ///�/� // // / / / I 1
x x x x x x x x EXISTING WETLAND \\ _ \ \ I / / �-- 3
x x \ \ ` \ \1\� \\ /J� /// � 1 BIORETE TI N SCCTION
BRUSH CREEK CONSERVATION C Q
AREA
\\ \ \ \ 1 \\\ \\\ \ \\\ \ \ ..�� ,�� — j / �/ \ I l / / 1 )III I I / REVISIONS
PROPOSED PAVEMENT \\ \\\ \ \ \ \ \\\\\\ 11 I IIS �\ ° \� \ I ETENTIO 1 _ / j ( / / /j J // I / / / / I I I I I I / ��� NO. DATE BY DESCRIPTION
(TYP.)� // 1 I I
PROPOSED BUILDING
PROPOSED DRAINAGE AREA \\� �\ . \\\ . ~ Y��l
'age -10 PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
L.L
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NOT FOR =
CONSTRUCTION
AAB EAB
DESIGNED DRAWN
DSK GBV
CHECKED APPROVED
Baker,Michael
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-400
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-400—STORMWATER MANAGEMENT PLANS.dwg

� zI r I IX
17-1
MAX SLOPE 3:1
/
ACCESS ROAD
P
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Lim
FA G > GTOFA/ — �T�A / OF / / TOA / � � OFA T� D Pz I i 11y0
ER ROAD FUTURE NORTH PERIMETER RD -' Rp \
--� / / \
\� / ' / / / RL l - - - BRL BRLBRLiBRt- BRL
IRL B B L BRIL B�L� B1 L — �R�L L /B ' ,l ^� �- B L `BR �RL BRIE L �RL�� RL BRL /
880
HORSEPENCREEK TRIBUTARY'G' 6\
/ STREAM SA / / / \ �o—
NCSAM . HIGH (UPPER) MEDIUM (LOWER) �/� // \
co
CHIMNEY ROCK SITE
00
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I I\\ \\ (NCWAM. HIGH)
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III
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601
-
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I I I IIILi LEGEND
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III Il I II
II II Ill IIIrI illlIl IIlll1l111 I 11�/ I ) I I I III II IIIIIIA I �\ Ic \<
WoW _ \�
POI#2 I I I I I / IIIII I \ / III I Il I II ✓ / � I I r � � 11 II �
CULVERT 5' X 8' � EXISTING BOX I 1 I �1
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III
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xxxxxXxx
xXxXxXX
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LIMIT OF DISTURBANCE
PROPOSED 10' MAJOR CONTOURS
PROPOSED 2' MINOR CONTOURS
EXISTING 5' MAJOR CONTOURS
EXISTING 1' MINOR CONTOURS
EXISTING STREAM/BODY OF
WATER
EXISTING WETLAND
BRUSH CREEK CONSERVATION
AREA
PROPOSED PAVEMENT
PROPOSED BUILDING
PROPOSED DRAINAGE AREA
100 50 0 100
SCALE IN FEET
KEY MAP
REVISIONS
NO. I DATE I BY DESCRIPTION
PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
H
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NOT
NOT FOR =
CONSTRUCTION
AAB EAB
DESIGNED DRAWN
DSK GBV
CHECKED APPROVED
BakerMichael
INTERNATIONAL
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-401
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-400—STORMWATER MANAGEMENT PLANS.dwg

J3
STA: 14+58.56
RIM: 858.86'
880.0
60" RCP INV IN: 822.58
O
880.0
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J2
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875.0
60" RCP INV OUT: 822.48
STA: 17+07.02
STA: 19+0 9.39
'
875.0
RIM: 860.77'
.
RIM: 855.4444'
J4
60" RCP INV IN: 817.72
60" RCP INV IN: 813.76
870.0
STA: 13+76.65
15" RCP INV IN: 817.72
15" RCP INV IN: 848.26
870.0
M1
RIM: 854.70'
RCP INV OUT:
817.62
66" RCP INV OUT: 813.66
865.0
STA: 0+00.00
12
M2
30" RCP INV IN: 824.12
X60"
_
865.0
RIM: 840.60'
STA: 3+66.63
STA: 7+66.63
48" RCP INV IN: 842.00-1-
_
860.0
15" RCP INV IN: 831.50
RIM: 840.08'
RIM: 841.79'
30" RCP INV IN: 827.38F-\
60" RCP INV OUT: 824.02
860.0
24" RCP INV OUT: 831.50
24" RCP INV IN: 829.53
15" RCP INV IN: 836.22
855.0
15" RCP INV IN: 829.61
30" RCP INV OUT: 827.28
14
STA: 9+44.19
/74
855.0
11
30" RCP INV OUT: 829.43
I
STA: 1+14.66
RIM: 841.67'
I
850.0
RIM: 839.99'
30" RCP INV IN: 826.42
-
850.0
24" RCP INV IN: 830.86
PROPOSED GRADE
30" RCP INV OUT: 826.32
845.0
24" RCP
INV OUT: 830.76
845.0
840.0
1
840.0
835.0
1
835.0
24" RCP 252'@ 0.5%
830.0
30" RCP 313'@ 0.5%
830.0
30" RCP 178' @ V.
3 0
RCP 222'@ 0.5%
30" RCP 210' @ 0.5%
1
825.0
I
60 r,
1
825.0
RCP248�@2.0%
\ 24" RCP 115' @ 0.6%
I
820.0
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-60"
202,
820.0
820.0
13
STA: 11+66.63
°
@ 2.0/
6611RCP
HEADWALL
815.0
30" RCP 87' 0.5%
STA: 6+79.23 @
RIM: 843.69'-/--60
,,
°
RCP 82'@ 1.8%-
174 @ 2.0%
815.0
/
RIM: 841.67'
11
30„ RCP INV IN: 825.24
Lj
810.0
30 RCP INV IN: 827.89
15 RCP INV IN: 838.48
-
810.0
30" RCP INV OUT: 827.79
30" RCP INV OUT: 825.14
Ila
805.0
-
805.0
EXISTING GRADE
HEADWALL
STA: 20+83.39
800.0
66" RCP INV IN: 810.28
PLUNGE
POOL
800.0
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STORMDRAIN PROFILE ALONG PROPOSED WORLD WIDE DRIVE
O
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100 50 0 100
SCALE IN FEET
REVISIONS
NO. I DATE I BY DESCRIPTION
'919A PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
NOT FOR
CONSTRUCTION
AAB MJO
DESIGNED DRAWN
DSK GBV
CHECKED APPROVED
Michael Baker
INTERNATIONAL
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-500
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00-Active File\01 CADD\02 Civil\C-500-STORMDRAIN PROFILE.dwg
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CONSTRUCTION
AAB MJO
DESIGNED DRAWN
DSK GBV
CHECKED APPROVED
Michael Baker
INTERNATIONAL
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: AS SHOWN
SHEET
C-500
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00-Active File\01 CADD\02 Civil\C-500-STORMDRAIN PROFILE.dwg

ELEV. F MIN. 10' EMBANKMENT
INFILTRATION
if if if
BIORETENTION DETAIL
SCALE: NTS
ACILITY
Elev. C
Elev. D
Elev. E
Elev. F
IA
IA
(ft)
(ft)
851.75
851.42
850.33
858
851.75
1 851.42
1 850.33
1 858
842.75
1 842.42
1 841.33
1 850
NOTES:
MEDIA SHALL BE A HOMOGENEOUS SOIL MIX ENGINEERED MEDIA BLEND WITH APPROXIMATE VOLUMES OF:
• 85-88% MEDIUM TO COARSE WASHED SAND
• 8-12% FINES (SILT AND CLAY)
• 3-5% ORGANIC MATTER
• PHOSPHORUS INDEX (P -INDEX) SHALL NOT EXCEED 30
MEDIA SHALL NOT BE MECHANICALLY COMPACTED
POST CONSTRUCTION THE FACILITY SHOULD BE MAINTAINED IN A MANNER THAT RESULTS IN AT LEAST 1"/HR AT THE PLANTING SURFACE.
INFILTRATION ASSUMED TO BE > 2"/HR AS THE EXISTING HYDROLOGIC SOIL GROUP (HSG) "A".
ELEV. C
PROPOSED
EMBANKMENT
10'MIN.
1
C-602 ELEV. B
Lp
IrELEV. A
A:7,::: E, Li r:�:,::, R_ E' U �E' Li �_ E' t
OUTLET PIPE LENGTH(L) & DIAMETER (D)
• 11 �� �� �� �� �� �� �� �� �� �� ��
ELEV. D
BIORETENTION SECTION
SCALE: NTS
ELEV. E
o c
co
FLAN VILVV
LA
SECTION A - A
ROCK OUTLET PROTECTION
SCALE: NTS
NOTES:
- FILTER
OR FILTER FABRIC
if
Ta
1. LA IS LENGTH OF RIPRAP APRON. THE APRON SHALL EXTEND TO TOE OF SLOPE.
2. THE DOWNSTREAM WIDTH (W) OF THE APRON IS EQUAL TO Do + La (MINIMUM TAILWATER)
3. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
4. IN A WELL DEFINED CHANNEL, EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION 6" ABOVE
MAXIMUM TAILWATER DEPTH OR TO TOP OF BANK, WHICHEVER IS LESS.
5. Ta = 1.5 x MAX. STONE DIA.; MAX. STONE DIA. 1.5 x d(50).
2
C-600
REVISIONS
NO. I DATE I BY DESCRIPTION
PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
r
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NOT FOR
CONSTRUCTION
AAB MJO
DESIGNED DRAWN
DSK GBV
CHECKED APPROVED
Michael Baker
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: NONE
SHEET
C-600
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00-Active File\01 CADD\02 Civil\C-600-STORMWATER MANAGEMENT DETAILS.dwg
Elev. A
Elev. B
Elev. C
Elev. D
Elev. E
Len h
Diameter
SCM#
(ft)
(ft)
(ft)
(ft)
(ft)
ft
(ft)
1
854.00
856.00
857.25
851.00
850.00
82
2.0
2
854.00
856.00
857.25
850.00
849.00
62
2.5
3
845.00
847.00
848.25
842.00
841.00
55
2.5
BIORETENTION SECTION
SCALE: NTS
ELEV. E
o c
co
FLAN VILVV
LA
SECTION A - A
ROCK OUTLET PROTECTION
SCALE: NTS
NOTES:
- FILTER
OR FILTER FABRIC
if
Ta
1. LA IS LENGTH OF RIPRAP APRON. THE APRON SHALL EXTEND TO TOE OF SLOPE.
2. THE DOWNSTREAM WIDTH (W) OF THE APRON IS EQUAL TO Do + La (MINIMUM TAILWATER)
3. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
4. IN A WELL DEFINED CHANNEL, EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION 6" ABOVE
MAXIMUM TAILWATER DEPTH OR TO TOP OF BANK, WHICHEVER IS LESS.
5. Ta = 1.5 x MAX. STONE DIA.; MAX. STONE DIA. 1.5 x d(50).
2
C-600
REVISIONS
NO. I DATE I BY DESCRIPTION
PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
r
1
U
0 J
Q z W
J 0
QF_Z Q
0
0 Z
i W
W
Q 0� 2
z cn W
W( I"1
F_Q
W
Z
- LL Q
0 � G
Q U
� Q W
~ Z
W
z
0
C
G
0
W
NOT FOR
CONSTRUCTION
AAB MJO
DESIGNED DRAWN
DSK GBV
CHECKED APPROVED
Michael Baker
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: NONE
SHEET
C-600
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00-Active File\01 CADD\02 Civil\C-600-STORMWATER MANAGEMENT DETAILS.dwg

C�IIY
SEE 6 ON C.501 FOR
GRATE DETAILS
PROPOSED PCC
PAVEMENT
SHEET NOTES:
1. TRENCH DRAIN SHALL BE PRECAST CONCRETE (P-611)
2. APPLY SILANE BASE SEALER ON THE INSIDE OF THE TRENCH DRAIN AND ON THE
TRENCH DRAIN COLLAR.
X d d° d ° d X d
° d
A d A ° C d d° °°
°° d
d ° d °
° 4 ° °d d d °
dQ ° d d
d ° d °
8 ° d
° d d °
° d ° ° 4 d ° dd °
°AA CLSMT °
d °
A ° ° dd °
BACKFILL a ° ° d ° ° d
w 4Ad, a d° 14 (P-153) P-401 ° °
+I ° P-209
C? N ° TYP.
LD ° ° ° ° d ° ° (INCIDENTAL ' °AA4
°d °
d d °
A d °d a TO TRENCH ° a
d ° #6 @ 6" DRAIN) a
A °dd ° d HOLE FOR CLSM ° °1 °d° 2" CLR. (TYP.) BACKFILL (P-153) °°°
° °
TRENCH M dPVC WATERSTOPDRAIN (P-611) d ° ° ° (TYP.), P-610 d 413"x6" KEY ° ° °
B °
°• ° A 4 ° ° • d a d 8 Id d
(37 ° ° d
° ° °
d °
A °
d ° ° d d d °
° d ° d d °
d d
TRENCH DRAIN (P-611)
13-45-
I vi u vv i i viva
1 TYPICAL TRENCH DRAIN SECTION
C-601 N.T.S.
3" GAP
3'-1.25"
2'-211
2'-011
d °
x�x d X
4 d
d °
d
° d
d d d �
°
°
4d °
P-401
3'8" P-209
� LIMIT OF
11-611 11-611 EXCAVATION
(TYP.)
PROVIDE CLSM BACKFILL (P-153) BETWEEN PRECASTER TO PROVIDE LEVELING PADS OF
LEVELING PADS. SUFFICIENT SIZE AND SPACING TO LIMIT BEARING
2
C-601
NEENAH FOUNDRY R-4993-HAB
AIRCRAFT RATED GRATE A OR D.
C
PRESSURES BELOW 3000 PSF.
TYPICAL TRENCH DRAIN SECTION SHOWING FLOWABLE FILL LIMIT
NEENAH FOUNDRY A
R-4993-HAB
TYPE T, AIRCRAFT
RATED FRAME. TRENCH
DRAIN PRECAST
DESIGNER TO
COORDINATE AND CAST
FRAME TO DRAIN.
r
u
<
4 #8 CONTINUOUS BAR THROUGH
4 • � HOLE IN FRAME FLANGES • •
4
4
6
C-601
FRAME FLANGE
TRENCH DRAIN REINF.
(P-611)
TRENCH DRAIN FRAME AND GRATE
N.T.S.
D
PLAN
nnnTr
N.T.S.
3
C-601
7
C-601
SECTION A -A (TRENCH DRAIN
N.T.S.
TYP. END OF TRENCH DRAIN PLAN
A
L
1
2"x3" STUDS
@ 1'-0" O.C.
INSTALL STUD;
AT 4:1 SLOPE.
5
C-601
N.T.S.
LL
LLi
+I
CV
9
1-ni, 911
11-011
3 1/2"
TYP. END OF TRENCH DRAIN SECTION
TRENCH DRAIN END WALL DETAIL
1
r`_F(11
N.T.S.
N.T.S.
SLAB (P-611)
8
C-601
FLOW BLOCKER SECTION
N.T.S.
REVISIONS
NO. I DATE I BY DESCRIPTION
>
PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
N
H �
O J
a Q
LU
J O Q
Z a H
U z
O O w
QLU �
z U) w
LU
0�~ Q
W J
H U Z
Z � Q
Q U
LU
z �
� O
\IIIIII//
NOT FOR
CONSTRUCTION
i
AAB MJO
DESIGNED DRAWN
DSK GBV
CHECKED APPROVED
M -Mr.
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: NONE
SHEET
C -601
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-600—STORMWATER MANAGEMENT DETAILS.dwg
GRATING
(2) #4
°
Q ° ° ° I d
• d °
�, ° d d °
° a
e ° d
° a ,
• d
°
d d 4 4 d
d d�
e
° d
d d 4
d 4
•d
Q ° d d
d
°
° d °d °
° d d d
d
° d
v d
d °
A4
�
•
d d d °
°
° d ° d d °
° d °
°
d
d ° ° °I d ° d d
d ° °
a° ° d °° d
°
° ° d d
d °
° d
d °
A d
° ° d 4A °
a °
°
d
d d
d d °
° ° ° d d ° °
° ° ° °° d d
° °p � da
d ° °
° ° d d
° ° °
1 1/2" MIN. 2500 PSI
CONCRETE (P-610)
GROUT, SLOPE TO
OUTFALL
SEE SHEETS C.300 & C.301 FOR FLOW
BLOCKER LOCATION
TDCAI/�LJ I'1DAIA1 DlITTlI�A
SLAB (P-611)
8
C-601
FLOW BLOCKER SECTION
N.T.S.
REVISIONS
NO. I DATE I BY DESCRIPTION
>
PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
N
H �
O J
a Q
LU
J O Q
Z a H
U z
O O w
QLU �
z U) w
LU
0�~ Q
W J
H U Z
Z � Q
Q U
LU
z �
� O
\IIIIII//
NOT FOR
CONSTRUCTION
i
AAB MJO
DESIGNED DRAWN
DSK GBV
CHECKED APPROVED
M -Mr.
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: NONE
SHEET
C -601
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-600—STORMWATER MANAGEMENT DETAILS.dwg

LB'
(TYP)
12" O.C.
w-1 , i ./
NOTES:
1. STRUCTURE LOAD RATING: AIRCRAFT FAA AC 150/5320-6E APPENDIX 3
2. PROVIDE BENTONITE WATER STOPS OR GASKETS AT ALL JOINTS.
3. PROVIDE CONCRETE CHANNEL AT BOTTOM OF STRUCTURE, 2" PER FOOT MIN SLOPE.
4. BENCH HEIGHT ABOVE OUTGOING PIPE INVERT SHALL BE HALF THE DIAMETER OF THE PIPE.
5. CONNECTION BETWEEN MANHOLE WALL AND PIPE TO BE FLEXIBLE GASKET.
6. 2'-0" MAX FROM FACE OF MANHOLE WALL TO FIRST JOINT OF PIPE.
7. PROVIDE COLLARS AT JOINTS OF PIPES SLOPE GREATER THAN 10 DEGREES TO PREVENT
SEPARATION OF JOINTS DURING CONSTRUCTION.
8. DIMENSIONS TO BE DETERMINED DURING DESIGN.
1 SHALLOW ROUND MANHOLE VERTICAL CROSS-SECTION
C-602
A'
E
CONCRETE RISER COVER
PLAN VIEW
NO SCALE
B'
CAST COVER, COVER
SUPPORTS, AND RISER
WALLS AS ONE
STRUCTURE
6" MIN
N.T.S.
MH COVER
8" 8"
24" MIN \�
30" DIA. OPENING IN TOP
SLAB WITH NEENAH
R-3491 -A SLAB TYPE
FRAME & (SOLID) COVER
OR APPROVED EQUAL (AIR
CRAFT RATED
EMBOSS MH LID
"STORM SEWER"
W24"
[�i1lLll�l
NOTE: MANHOLES MUST BE
WATERTIGHT.
OPENING ON
ALL 4 SIDES
1
l
\ \ / RCP OUTFALL
ISOMETRIC VIEW
NO SCALE
2
C-602
°
(2) #6 BARS ADDITIONAL
REINFORCEMENT T & B (TYP OF 4.)
(3) #6 BARS ADDITIONAL REINFORCEMENT
T&B
SEE SCHEDULE
7" CLEAR
nf11 IAII'1 1 Ill /A 1Mf+Il A CT D AT111fI1\ 1 AVf11 IT IDI A AI
COVER TO BE 4000 PSI
CONCRETE WITH #5
REBAR @ 6" O.0 EACH
WAY
CONCRETE SLAB
4000 PSI
a E
#5 REBARS @ 6"
O.0 EACH WAY
CONCRETE SLAB
4000 PSI \\ \
OA d B
d ° I
1 \ RCP OUTFALL
d
GROUT \ ��°°
°
CONCRETE d d ° C
4000 PSI 4< a
D
RISER INLET STR. - SECTION A - A
NO SCALE
3
C-602
N.T.S.
1' -0"
(TYP)
LEVATION
1/2" GRADE 60
STEEL REINFORCEMENT
CnNCRFTF SI AR
2A
C-602
CONCRETE SLAB
4000 PSI
U
® a
GREENSTREAK:HYDROTITE
JOUTFALL
SS TYPE BONDED TO PIPE
d ° ITH RUBBER ADHESIVE
ENSURE WATERTIGHT
CONNECTION BETWEENRCP OUTFALL AND RISER
GROUT STRUCTURE WALL
"DUMBELL" TYPE ° °
C PVC WATERSTOP d° ad CONCRETE
IN KEYWAY (TYP.) 4000 PSI d °
° d d
° OUTFALL PIPE TO BE:
MODIFIED BELL & SPIGOT
D ASTM C76 (LATEST)
CLASS III - RCP
w/CONFINED "0" RING RUBBER
GASKETJOINT MEETING ASTM
C - 443 LATEST AND JOINT OF
ASTM C - 361 LATEST
RISER INLET STR. - SECTION B - B THROUGHOUT ENTIRE LENGTH
NO SCALE UNLESS SPECIFICALLY STATED
OTHERWISE ON PLANS
PRIMARY SPILLWAY RISER DETAIL
N.T.S.
PORT N\
UTILITY
TYPE*
UTIL*=UTILITY IDENTIFICATION
STORM STORM DRAIN/ SEWER
AIRCRAFT RATED FRAME
AND COVER
n u _1/)
° a
°
n d
30"
MANHOLE FRAME AND COVER
N.T.S.
DIMENSION
DIMENSION VALUE
Lj13"
MIN.
B
8 INCHES
C
10" MIN.
D
CLEAR STEP
E
WIDTH
DSK
GBV
7" CLEAR
nf11 IAII'1 1 Ill /A 1Mf+Il A CT D AT111fI1\ 1 AVf11 IT IDI A AI
COVER TO BE 4000 PSI
CONCRETE WITH #5
REBAR @ 6" O.0 EACH
WAY
CONCRETE SLAB
4000 PSI
a E
#5 REBARS @ 6"
O.0 EACH WAY
CONCRETE SLAB
4000 PSI \\ \
OA d B
d ° I
1 \ RCP OUTFALL
d
GROUT \ ��°°
°
CONCRETE d d ° C
4000 PSI 4< a
D
RISER INLET STR. - SECTION A - A
NO SCALE
3
C-602
N.T.S.
1' -0"
(TYP)
LEVATION
1/2" GRADE 60
STEEL REINFORCEMENT
CnNCRFTF SI AR
2A
C-602
CONCRETE SLAB
4000 PSI
U
® a
GREENSTREAK:HYDROTITE
JOUTFALL
SS TYPE BONDED TO PIPE
d ° ITH RUBBER ADHESIVE
ENSURE WATERTIGHT
CONNECTION BETWEENRCP OUTFALL AND RISER
GROUT STRUCTURE WALL
"DUMBELL" TYPE ° °
C PVC WATERSTOP d° ad CONCRETE
IN KEYWAY (TYP.) 4000 PSI d °
° d d
° OUTFALL PIPE TO BE:
MODIFIED BELL & SPIGOT
D ASTM C76 (LATEST)
CLASS III - RCP
w/CONFINED "0" RING RUBBER
GASKETJOINT MEETING ASTM
C - 443 LATEST AND JOINT OF
ASTM C - 361 LATEST
RISER INLET STR. - SECTION B - B THROUGHOUT ENTIRE LENGTH
NO SCALE UNLESS SPECIFICALLY STATED
OTHERWISE ON PLANS
PRIMARY SPILLWAY RISER DETAIL
N.T.S.
PORT N\
UTILITY
TYPE*
UTIL*=UTILITY IDENTIFICATION
STORM STORM DRAIN/ SEWER
AIRCRAFT RATED FRAME
AND COVER
n u _1/)
° a
°
n d
30"
MANHOLE FRAME AND COVER
N.T.S.
DIMENSION
DIMENSION VALUE
A
5'-0"
B
8 INCHES
C
1.25"
D
6'-4"
E
91NCHES
* NO ORIFICE PIPE IN THIS STRUCTURE
REVISIONS
NO. I DATE I BY I DESCRIPTION
PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
M
H �
O J
a Q
J O Q
Z Q ~
U z
O O w
Q � �
W w
13� �y ~ Q
W J
H U Z
z� a
Q U ry
LU
z
0 O
Cn
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: NONE
SHEET
C-602
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-600—STORMWATER MANAGEMENT DETAILS.dwg
NOT
FOR =
CONSTRUCTION
AAB
MJO
DESIGNED
DRAWN
DSK
GBV
CHECKED
APPROVED
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: NONE
SHEET
C-602
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00—Active File\01 CADD\02 Civil\C-600—STORMWATER MANAGEMENT DETAILS.dwg

BACK OF CURB -
r11111111- X
Y
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
"F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
USE TYPE "E",
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
1
C-603
SECTION Y -Y
RISER HT.
VARIES J
,1 - -
M
6„ v
0 0
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
6 0. A
0 0.
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
CURB AND GUTTER INLET
0
Lo
SECTION X -X
0
�T
6"
Tc
6"
'0 Vo
6"o '
O
� ..D 0 . . �. O. • • p.
TSECTION J -J
4WHERE 30" TO 36" PIPE IS USED
SEE NOTE
..ori,- c.14n c
J o.I J
:ol B
o I
U_
0
of
a
of
PLAN
Y-01 5' 10"
I
N.T.S.
ECCENTRIC CONE
SECTION M -M
WHERE 42" TO 54" PIPE IS USED
M o 0 0 o M
A
`p I 6.
LE m p.
p.l p
N
12" 12"
- I
I N
Ic
I
2' 2'
I �
I
I
I �
5" 4,1 0 ,
PLAN
FINISHED GRADE
ELEVATION
5„ 24" 5" Y_ I
STEP STD. NO. 840.66 SECTION X -X I -
USE 24" GRADE RINGS IN 8" HIGH 0
coKEY SECTIONS AS DIRECTED X 1= = I 0 X
BY THE ENGINEER. o 1= = 0 =
SEE
O O I D 0 NOTE
0 0 o I o
SEE NOTE 0 e 0 0
o
O t
3' 3„ 3, 3„
� FOR 12" BRICK WALL
2'-11" 2' 11" FOR 8" BRICK WALL
SECTION ON CL
GENERAL NOTES:
PART SECTION Y -Y MORTAR JOINTS 1/2" + 1/8" THICK.
USE CLASS "B" CONCRETE THROUGHOUT.
1
USE FORMS TO CONSTRUCT THE BASE SLAB.
JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID
CONCENTRIC CONE
3
C-603
DIMENSIONS
PIPEBRICK
DIM.
HEIGHT
D
H1 MIN
12"
1'-5"
15"
1'-8"
18"
11-1111
24"
2'-6"
30"
3'-0"
36"
3'-7"
42"
4'- 2
CONCRETE BLOCK WILL BE USED IN LIEU OF CLAY BRICK.
SECTION USE PRECAST MANHOLE COMPONENTS MEETING REQUIREMENTS
OF STD.NO.840.52 AND AASHTO M199.
FOR MANHOLE OVER 12' VERTICAL WALL DEPTH, CONSTRUCT BRICK
MASONRY WALL 12" THICK. FOR MANHOLES WITH A VERTICAL WALL
DEPTH LESS THAN 12', CONSTRUCT BRICK MASONRY WALL 8" THICK.
ASSEMBLE RISERS AND GRADE RINGS WITH THE STEPS SPACED
12" FROM THE TOP TO THE BOTTOM OF THE MANHOLE.
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
4'-0" OF 9" ABOVE THE GROUND AT OTHER LOCATIONS
ALTERNATE CONE SECTION IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN IN STD. NO. 840.00.
PRECAST MANHOLE
N.T.S.
Z
O Cn
H
Q Q
�_g
00cc M U
LLJ�HZ
0 0 C/5 _
°C z
w< Q 2
Qvcco D
H
Cnl-BOJ
OOCnCC
Z H
CL H
7 LU 0
O Z
LL m
0 CO
z Q w
� m �
< _ a -
C
oF-�
LO
o
zQ W =
W -
1= N
T--
< Q 0
O V
m
HEET 1 OF 2
840.02
Uj
a
Cal
� Im
ILL O Z
C� o
z CQyC W
QCL
G H
c
N
Q �
z W
J =
F- o
Q Z N
o �
C
V
W
a
HEET 1 OF 1
840.53
r
PLAN
FRAME AND GRATES
OUTLET PIPE L 3
SECTION X -X
SEE NOTE
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL GRATED DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION
IS 12 FEET.
USE STANDARD FRAMES AND GRATES 840.22 (SHOWN), 840.24(SHOWN), 840.20,
840.29, AND 840.33.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
CRETE APRON
SEE DETAIL
W'!.ftimi
OUTLET PIPE
4"
TE
T SEE NOTE
MAX. PIPE THIS SIDE - 18"
SECTION Y -Y
DITCH GRADE
I ---
4
C-603
2
C-603
DROP INLET
I
I I I I I I
I I I -
I I I I
1 I 1 I -MEDIAN D.I.
DETAIL
(APRON SUPPORT NOTCH)
N.T.S.
T #4 BAR
N1
6"
SLOPE AS INDICATED ON PLANS
PLACE GROOVE OR
BELL END OF PIPE 9 /
TO FACE OF WALL
\s
I I I I \\
CONC.
#4-BARS
LB
12.,
PLAN
FOOTING
(IF CONST. JOINT IS USED) DOWEL
G M G END ELEVATION BAR - ""
X
I I
I I
L DOWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
CONCRETE ENDWALL
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE GRATED DROP INLET
PIPE
SPAN
WIDTH
HEIGHT
CUBIC YARDS OF
CONCRETE IN BOX
MJO
DEDUCTIONS
FOR ONE PIPE
D
A
B
H
BOTTOM
SLAB
H PER
FT. HT.
H MIN.
TOTAL
TOTAL
C.S.
R.C.
12"
3'-8"
2'-0"
2'-6"
0.362
0.247
0.597
0.958
0.020
0.032
15"
3'-8"
2'-0"
2'-9"
0.362
0.247
0.659
1.021
0.023
0.036
18"
3'-8"
2'-0"
3'-0"
0.362
0.247
0.720
1.0820.0
33
0.049
24"
3'-8"
2'-0"
3'-6"
0.362
0.247
0.865
1.227
0.059
0.085
30"
3'-8"
2'-0"
4'-0"
1 0.362
1 0.247
1 0.988
1.350
0.092
0.127
36"
3'-8"
2'-0"
4'-6"
1 0.362
1 0.247
1 1.112
1.474
0.132
0.178
4
C-603
2
C-603
DROP INLET
I
I I I I I I
I I I -
I I I I
1 I 1 I -MEDIAN D.I.
DETAIL
(APRON SUPPORT NOTCH)
N.T.S.
T #4 BAR
N1
6"
SLOPE AS INDICATED ON PLANS
PLACE GROOVE OR
BELL END OF PIPE 9 /
TO FACE OF WALL
\s
I I I I \\
CONC.
#4-BARS
LB
12.,
PLAN
FOOTING
(IF CONST. JOINT IS USED) DOWEL
G M G END ELEVATION BAR - ""
X
I I
I I
L DOWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
CONCRETE ENDWALL
*SEE SHEET 3
N.T.S.
Z
O Cn
Q Q
HcccM
LLJ�Hz
0 0 C75 _
°C z
LU Q LL =
QC-)
O H
H
ml-LLOJ
0OCnCC
Z H
I>-I1a-LU
m
W
CL
O
LL
0W
Z J w
HZ CL
Q N H
tea:
o�
M
o G
z °C
Q 0
W
U)
} <I 1= N
-r--
<
Q W
Uj
� H
Z
HEET 1 OF 1
840.18
z
O Cn
H >_
Q Q
HI DC(='3V
LLJOH
00co=Z
L"QaILL
=
U=0C!)
Q
C! �~Ow
O O C/)Q
z H �
C H
1 wo
,o
W
J
0
z LU
ow 1-4 W cYn
C�
J °
Q O v
c i
o J W w
CL
o J a
0 CL a -
W Co
F- W J
m
W~
q v Z Ln
Z I T
V
HEET 1 OF 3
838.01
REVISIONS
NO. I DATE I BY I DESCRIPTION
PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
DIMENSIONS AND CONCRETE QUANTITIES
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
CONSTRUCTION
PIPE
MJO
USING CONCRETE PIPE
DRAWN
SINGLE PIPE
GBV
CHECKED
APPROVED
DOUBLE PIPE
SINGLE PIPE
LOC.
DIA.
15"
18"
24"
30" 36" 42„
48"
15"
18"
24"
30" 36"
42"
48"
1'-8"
BARS
"X"
"X"
"X"
"X" "X" "X"
Y*
1.0
18"
3'-7"
1'-10"
3'-2"
2%2"
10" 6'-4"
1.0
2'-7"
8'-11"
G
CITY.
2
2
3
3 4 4
2
5
2
2
2
3
3 4
4
2
5
2
M QTY. - - - - - -
4'-3"
1 1 2 2 2 2
3
G QTY. 2 2 3 3 4 4
5
2 2 3 3 4 4
5
TOTAL LBS.
9
9
1 14
14 19 55
65
12
12
19
19 23
77
92
*SEE SHEET 3
N.T.S.
Z
O Cn
Q Q
HcccM
LLJ�Hz
0 0 C75 _
°C z
LU Q LL =
QC-)
O H
H
ml-LLOJ
0OCnCC
Z H
I>-I1a-LU
m
W
CL
O
LL
0W
Z J w
HZ CL
Q N H
tea:
o�
M
o G
z °C
Q 0
W
U)
} <I 1= N
-r--
<
Q W
Uj
� H
Z
HEET 1 OF 1
840.18
z
O Cn
H >_
Q Q
HI DC(='3V
LLJOH
00co=Z
L"QaILL
=
U=0C!)
Q
C! �~Ow
O O C/)Q
z H �
C H
1 wo
,o
W
J
0
z LU
ow 1-4 W cYn
C�
J °
Q O v
c i
o J W w
CL
o J a
0 CL a -
W Co
F- W J
m
W~
q v Z Ln
Z I T
V
HEET 1 OF 3
838.01
REVISIONS
NO. I DATE I BY I DESCRIPTION
PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
DIMENSIONS AND CONCRETE QUANTITIES
FOR -
CONSTRUCTION
AAB
MJO
USING CONCRETE PIPE
DRAWN
DSK
GBV
CHECKED
APPROVED
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S L
YD3
M
L
YD3
15"
3'-3"
1'-8"
2'-9"
21/q"
91/2" 5'-6"
0.7
2'-2"
7'-8"
1.0
18"
3'-7"
1'-10"
3'-2"
2%2"
10" 6'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2'-1"
4'-0"
3"
10" 8'-0"
1.5
3'-5"
11'-5"
2.0
30"
5'-0"
2'-6"
4'-7"
41/4„
111/2 9'-2"
2.3
4'-3"
13'-5"
3.1
36"
5'-8"
2'-8"
5'-6"
43/4"
111/2" 11'-0"
3.4
5'-0"
16'-0"
4.5
42"
6' 2"
3'-1"
6'-4"
51/4"
111/2" 12'-8"
4.5
5'-10" 18'-6"
6.0
48"
6'-9"
3'-5"
7'-2"
53/4"
111/2" 14'-4" 1
6.0 1
6'-8"
21'-0"
8.0
*SEE SHEET 3
N.T.S.
Z
O Cn
Q Q
HcccM
LLJ�Hz
0 0 C75 _
°C z
LU Q LL =
QC-)
O H
H
ml-LLOJ
0OCnCC
Z H
I>-I1a-LU
m
W
CL
O
LL
0W
Z J w
HZ CL
Q N H
tea:
o�
M
o G
z °C
Q 0
W
U)
} <I 1= N
-r--
<
Q W
Uj
� H
Z
HEET 1 OF 1
840.18
z
O Cn
H >_
Q Q
HI DC(='3V
LLJOH
00co=Z
L"QaILL
=
U=0C!)
Q
C! �~Ow
O O C/)Q
z H �
C H
1 wo
,o
W
J
0
z LU
ow 1-4 W cYn
C�
J °
Q O v
c i
o J W w
CL
o J a
0 CL a -
W Co
F- W J
m
W~
q v Z Ln
Z I T
V
HEET 1 OF 3
838.01
REVISIONS
NO. I DATE I BY I DESCRIPTION
PT/
PIEDMONT TRIAD INTERNATIONAL AIRPORT
PIEDMONT TRIAD
AIRPORT AUTHORITY
1000A Ted Johnson Parkway
Greensboro, NC 27409
OFC: [phone]
FAX: [phone]
www.flyfrompti.com
rum ",�
1."-
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: NONE
SHEET
C-603
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00-Active File\01 CADD\02 Civil\C-600-STORMWATER MANAGEMENT DETAILS.dwg
- NOT
FOR -
CONSTRUCTION
AAB
MJO
DESIGNED
DRAWN
DSK
GBV
CHECKED
APPROVED
rum ",�
1."-
I N T E R N AT 1 0 N A L
www.mbakerintl.com
MICHAEL BAKER
ENGINEERING, INC.
200 Centreport Dr.
Suite 350
Greensboro,NC 27409
OFC: [phone]
FAX: [phone]
DATE: AUGUST 05, 2019
SCALE: NONE
SHEET
C-603
REV. 04/25/2016 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING
Q:\HBA_BBM\Piedmont Triad International Airport\173048 SWM 5 Sites\DWGS\00-Active File\01 CADD\02 Civil\C-600-STORMWATER MANAGEMENT DETAILS.dwg