20151065 Ver 2_BOOM Proposed Plans_20220811

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
J. ERIC BOYETTE
GOVERNOR SECRETARY
August 10, 2022
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
ATTN: Mr. David Bailey
Regulatory Specialist/NCDOT Coordinator
SUBJECT: Notification of Jordan Lake Watershed Riparian Buffer Authorization
Application Submittal and Request for No Permit Required Letter for
New Roadway Construction at Piedmont Triad International (PTI) Airport in
Greensboro, Guilford County, Division 7; STIP No. HE-0005, WBS No.
50338.1.1.
Dear Mr. Bailey:
As you are aware, the North Carolina Department of Transportation (NCDOT) proposes to
construct two new roadway sections, north and south of Interstate 73 (I-73) between SR
2133 (Pleasant Ridge Road) and SR 4156 (N. Regional Road) at the Piedmont Triad
International (PTI) Airport in Greensboro, Guilford County. The proposed project also
includes a roadway bridge over I-73.
This letter is to notify you of the status of the subject project. A request has been submitted
to the North Carolina Division of Water Resources (NCDWR) for a Jordan Lake
Watershed Riparian Buffer Authorization. Based on the current design, there are no
wetland or stream impacts associated with project. Therefore, NCDOT does not anticipate
either a Section 401 or Section 404 permit being required for the project. Please see the
attached Roadway Plans, Riparian Buffer Drawings, and Drawings showing that no
wetland or stream impacts will occur.
In addition to being attached, a copy of the permit application materials will be posted on
the NCDOT External Collaboration SharePoint site for the project at:
https : //connect.ncdot. gov/site/Preconstruction/division/div07/5 03 3 8/Project%20Developme
nt%20Collaboration/BOOM%20Permit%20Application%20Materials?Web=1.
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] YANCEYVILLE STREET
HIGHWAY DIVISION 7 Customer Service: 1-877-368-4968 GREENSBORO, NC 27415
PO BOX 14996
GREENSBORO, NC 27415-4996 Website: www.ncdot.gov

Although a Section 404 permit is likely not required, NCDOT requests that you review the
attached materials and provide a letter/memorandum confirming that the United States
Army Corps of Engineers (USACE) concurs with this determination. If you have any
questions or need any additional information, please contact me at either
[e-mail] or 336-256-2063. Alternatively, you may also contact Nancy Oberle
at Three Oaks Engineering, who is a consultant on this project, at either
[e-mail] or 919-732-1300.
Sincerely,
Jerry Parker
Division 7 Environmental Supervisor
Cc: Ryan Conchilla, NCDWR

09/08/99
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See Sheet / A For Index of Sheets
See Sheet 18 For Conventional Plan Sheet Symbols
Ste:
Piedmont Triad '
/
/ International/
/ Airport
BEGIN "
kt
ndt
GREENSBORO
CITY LIMITS
Guilford
VICINITY MAP
•
I11'I 11,1i 11
1',IIII''
il1
♦
•
BEGl11l TIP PROJECT HE-0005
-LRT- STA. 11 + 85.00
SI
HI
GUILFORD COUNTY
-LRT-
SR 1695
REGIONAL RD.
A PORTION OF THIS PROJECT IS WITHIN THE GREENSBORO MUNICIPAL: OUNDARIES
CLEARING ON THIS PROJECT WILL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
LOCATION: ACCESS IMPROVEMENTS FOR BOOM FACILITY
ALONG INTERSTATE 73 ON THE NORTH SIDE
OF PIEDMONT TRIAD INTERNATIONAL AIRPOR T
TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURES,
SIGNING, CULVERTS, AND RETAINING WALLS
BEGIN BRIDGE
—Y1— STA. 11 + 54.44
GREENSBORO CITY LIMITS' ,
-LRT-
END\BRIDGE
—Y1— STA. 13 + 40.13
END BRIDGE
—LRT— STA. 35 + 17.03
BEGIN BRIDGE
. —LRT— STA. 33+76.97
THIS IS A PARTIAL CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS SHOWN ON THE PLANS
/
//
1/
//
//11
END TIP PROJECT HE-0005
-LRT- STA. 86 + 41.93
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
oCo
HE-0005
11
STATE PROJ. NO.
F. A. PROJ. NO.
DESCRIPTION
50338.1.1
PE
50338.2.1
R'W/
50338.2.2
UTIL
50338.3.1
CONST
\•
rrr
p
11
Iy
ELIMINA
Y PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
J
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50
100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
ADT 2022 = X
ADT 2042 = X
K = X %
D = X %
T = X % *
V = 40 MPH
* TTST =X DUAL X
FUNC CLASS =
MINOR COLLECTOR
REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT HE-0005 = 1.385 MILES
LENGTH STRUCTURES TIP PROJECT HE-0005 = 0.027 MILES
TOTAL LENGTH OF TIP PROJECT HE-0005 = 1.412 MILES
PROJECT LENGTHS BASED ON —LRT— ALIGNMENT.
M
MOTT
MACDONALD
M
Prepared in the Office of:
7621 Purfoy Rd., Suite 115
Fuquay-Varina, NC 27526
[phone]
[phone] (Fax)
License No. F-0669
www.mottmac.com/americas
2018 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
XX XX, XXXX
LETTING DATE:
XX XX, XXXX
DAVID C. WALLER, PE
PROJECT ENGINEER
JEFFREY R. COOKE, PE
PROJECT DESIGN ENGINEER
BRIAN KETNER
NCDOT CONTACT - DIVISION 7
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:

S A I'I \•JI ' (CAJ' 4LI[ a V ISI S
PROJECT REFERENCE NO.
HE -0005
SHEET NO.
IB
ryT•
Note: Not to Scale
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin (EIP)
Computed Property Corner
Existing Concrete Monument (ECM)
Parcel/Sequence Number
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary
Proposed Wetland Boundary
0
EIP
-L.
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Existing Historic Property Boundary
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Contaminated Site: Known or Potential
BUILDINGS AND OTHER
Gas Pump Vent or U/G Tank Cap
Sign
Well
Small Mine
Foundation
Area Outline
Cemetery
Building
School
Church
Dam
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
5
5
W
WLB
WLB
EAB
EPB
HPB
5
5
W
w w
CULTURE:
0
0
S
0
W
1
0
JS
BZ 1
BZ 2
» > >
CONVENTIONAL PLAN SSYMBOLS
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
CSX TRANSPORTATION
O MILEPOST 35
SWITCH
RIGHT OF WAY C PROJECT CONTROL:
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Vertical Benchmark
Existing Right of Way Monument
Proposed Right of Way Monument
(Rebar and Cap)
Proposed Right of Way Monument
(Concrete)
Existing Permanent Easement Monument
Proposed Permanent Easement Monument
(Rebar and Cap)
Existing C/A Monument
Proposed C/A Monument (Rebar and Cap)
Proposed C/A Monument (Concrete)
Existing Right of Way Line
Proposed Right of Way Line
Existing Control of Access Line
Proposed Control of Access Line
Proposed ROW and CA Line
Existing Easement Line
Proposed
Proposed
Proposed
Proposed
Proposed
Proposed
Proposed
Temporary Construction Easement
Temporary Drainage Easement
Permanent Drainage Easement
Permanent Drainage/Utility Easement
Permanent Utility Easement
Temporary Utility Easement
Aerial Utility Easement
O
•
•
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Proposed Curb Ramp
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION:
Single Tree
Single Shrub
Hedge
E
TDE
PDE
DUE
PUE
TUE
AUE
T
C
F
T
T
T T T T
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
* SUE - Subsurface Utility Engineering
LOS - Level of Service - A, B, C or D (Accuracy)
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line Test Hole (SUE - LOS A)*
U/G Power Line (SUE - LOS B)*
U/G Power Line (SUE - LOS C)*
U/G Power Line (SUE - LOS D)*
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
Vineyard
GONG
>—
JCONC WW
CONC HW
CB
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line Test Hole (SUE - LOS A)*
U/G Water Line (SUE - LOS B)*
U/G Water Line (SUE - LOS C)*
U/G Water Line (SUE - LOS D)*
Above Ground Water Line
TV:
_< TV Pedestal
TV Tower
0
U/G Telephone Cable Hand Hole
U/G Telephone Test Hole (SUE - LOS A)*
U/G Telephone Cable (SUE - LOS B)*
U/G Telephone Cable (SUE - LOS C)*
U/G Telephone Cable (SUE - LOS D)*
U/G Telephone Conduit (SUE - LOS B)*
U/G Telephone Conduit (SUE - LOS C)*
U/G Telephone Conduit (SUE - LOS D)*
U/G Fiber Optics Cable (SUE - LOS B)*
U/G Fiber Optics Cable (SUE - LOS C)*
U/G Fiber Optics Cable (SUE - LOS D)*
0
2.
HH
H
r
P
T
HH
m
T----
T
TC
TO
I F2
U/G TV Cable Hand Hole
U/G
U/G
U/G
U/G
U/G Fiber Optic Cable (SUE - LOS B)*
U/G Fiber Optic Cable (SUE - LOS C)*
U/G Fiber Optic Cable (SUE - LOS D)*
GAS:
Gas Valve
Gas Meter
U/G Gas Line Test Hole (SUE - LOS A)*
U/G Gas Line (SUE - LOS B)*
U/G Gas Line (SUE - LOS C)*
U/G Gas Line (SUE - LOS D)*
A/G Water
TV Test Hole (SUE - LOS A)*
TV Cable (SUE - LOS B)*
TV Cable (SUE - LOS C)*
TV Cable (SUE - LOS D)*
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
I c I
HH
TV
TV
TV
TV FO
TV FO
TV F0
A/G Gas
SS
A/G Sanitary Sewer
SS Force Main Line Test Hole (SUE - LOS A)*
SS Force Main Line (SUE - LOS B)*
SS Force Main Line (SUE - LOS C)*
SS Force Main Line (SUE - LOS D)*
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line (SUE - LOS B)*
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
Abandoned According to Utility Records
End of Information
--FSS — — —-
FSS
FSS
•
0
S
7UTL
(UST)
AATUR
E.O.I.

PROJECT REFERENCE NO.
HE -0005
SHEET NO.
2A-I
R'W SHEET NO.
PRELIMINARY PAVEMENT SCHEDULE
Cl
PROP. APPROX. 11/2 " ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
N1
GEOTEXTILE FOR PAVEMENT STABILIZATION (TYPE IV)
C2
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
R1
2'-6" CONCRETE CURB AND GUTTER.
C3
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 11/2 " IN DEPTH OR GREATER
THAN 2" IN DEPTH.
R2
SINGLE FACED CONCRETE BARRIER
D1
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
R3
SHOULDER BERM GUTTER
D2
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%2" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
S
4" CONCRETE SIDEWALK.
El
PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD.
T
EARTH MATERIAL.
E2
PROP. APPROX. 8" ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
U
EXISTING PAVEMENT.
E3
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 51/2" IN DEPTH.
W
VARIABLE DEPTH ASPHALT PAVEMENT.
(SEE WEDGING DETAIL)
J 1
10" AGGREGATE BASE COURSE.
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
GRADE TO THIS LINE
3
0
0
0
0
00
cdcd 0
\CE
/
3103-
co
CO
LE
30
-LRT-
TYPICAL SECTION NO. 1
USE TYPICAL SECTION NO. 1 FOR:
-LRT- STA. 11 + 85.00 TO 15 + 91.68
LESS THAN 8'-0"
15"
•
GRADE TO THIS LINE
* FOR WIDENING WIDTHS LESS THAN 8'
SEE PARTIAL TYPICAL SECTION 1A BELOW.
2'-0" 8'-0„
H [
(14'-0" w/GR)
0.02
O.
O
GRADE TO THIS LINE
PARTIAL TYPICAL SECTION NO. 1A
USE PARTIAL TYPICAL SECTION NO. 1A IN CONJUNCTION
WITH TYPICAL SECTION NO. 1 FOR WIDENING LESS THAN 8'
C2
SURVEY
GRADE
POINT
-Ay ```\
4666.,
1/2
MIN.
311 2/2„ 2i�2
E3 MIN. MIN. MIN. 3"
MIN. E3
C2
W - Detail Showing Method of Wedging
8'-0"
(14'-0" w/GR)
R1
0.02�
W
REFER TO
WEDGING
DETAIL
TIE TO EXISTING
PAVEMENT
VAR.
SEE PROFILE SHEETS
INCIDENTAL MILLING DETAIL
DETAIL SHOWING PROFILE VIEW
18'-0"
1
- 0.02
-LLT-
- LRT-
- Y1-
GRADE
GRADE TO THIS LINE
3"
18'-0"
i
ROADWAY DESIGN
ENGINEER
PAVEMENT
ENGINEER
INCOMPLETE P
ANS
DO NOT USE FOR R 0 W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
2'
TYPICAL SECTION NO. 2
USE TYPICAL SECTION NO. 2 FOR:
-LLT- STA. 10+00+/- TO 47+28+/-
- LRT- STA. 15 + 91.68 TO 33 + 76.97 (BEGIN BRIDGE)
-LRT- STA. 35 + 17.03 (END BRIDGE) TO 51 + 38 +/-
- LRT- STA. 54 + 68 +/- TO 86 + 41.93
- Y1- STA. 10 + 18.00 TO 11 + 54.44 (BEGIN BRIDGE)
- Y1- STA. 13 +40.13 (END BRIDGE) TO 15 +18.51
M
M7621 Purloy Rd Suite 115
MOTT Fuquay—Varina, NC 27526
MACDONALD www.mottmac.com1americas
8'-0"
(14'-0" w/GR)
�0.02

-LRT-
PROJECT REFERENCE NO.
HE -0005
SHEET NO.
2A-2
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
PAVEMENT
ENGINEER
12'
12'
12'
TAXIWAY BRIDGE INCOMPLETE PLANS
DO NOT USE FOR R 0 WV ACQUISITION
(EXISTING)
1'-6"
EXISTING BRIDGE PIER
VAR. 40'-1"
EXIST WALL UNDER BRIDGE
TO 40'-4"
R2
VAR. 7'-4"
TO 7'-7"
L
12'-0"
12'-0" 7'-6"
Ow-
1
GRADE TO THIS LINE
i
0.02
2'-6"
R
0.02
6" �-I-I
6 --IL
TYPICAL SECTION NO. 3
USE TYPICAL SECTION NO. 3 FOR:
-LLT- STA. 51 +38+/- TO 54+68+/-
i
-EL- (1-73)
14' 3'
0.03
0.03
0.03
15"
30
0
3,
L
CO
0
0
0
00
N3 d-
O CV 0
\00 LE
COL I —
co
3D
CO
30
L
0.03
Z\
Z\
V
v
P AR.
EX.
EXISTING
CABLE GUIDERAIL
TYPICAL SECTION NO. 4
USE TYPICAL SECTION NO. 4 FOR:
-EL- STA. 2 0 + 06.18 TO 2 7 + 17.71
4'-0" 2'
I H
0.02�
-7 0.03 ---! .u� --- ----
10'-0"
0.02
-DR1-
10'-0"
[ 1
GRADE
POINT
0.02
GRADE TO THIS LINE
TYPICAL SECTION NO. 5
USE TYPICAL SECTION NO. 5 FOR:
-DR1- STA. 10 + 25.00 TO 11 + 99.98
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
M7621 Purloy Rd Suite 115
MOTT Fuquay-Varina, NC 27526
MACDONALD www.mottmac.com1americas

r)
f
PROJECT REFERENCE NO.
HE -0005
SHEET NO.
2A-3
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
PAVEMENT
ENGINEER
BRIDGE AT -Yl- STA. 12 +47.92
OVER EL STA.23+38.84
2 BAR METAL RAIL
W/2'-6" PARAPET
ID
-Yl -
51'-0"
5'-6"
2'-0"
VP-
18'-0" 18'-0"
0.02
GRADE
POINT
0.02
VP-
5'-6"
-Y1- STRUCTURE TYPICAL SECTION
-Y1-
J
2 BAR METAL RAIL
W/2'-6" PARAPET
CHAIN LINK FENCE TO BE INCLUDED
ON BOTH SIDES OF BRIDGE.
INCOMPLETE P
ANS
DO NOT USE FOR R 0 WV ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
M7621 Purloy Rd Suite 115
MOTT Fuquay—Varina, NC 27526
MACDONALD www.mottmac.com1americas
PROPOSED
VERTICAL
ABUTMENT
14'
1'-6"
12'
r
12'
7 0.03 7 0.03
12'
0.03
17'
14' YJ
C 2�
0.03
-EL- (1-73)
18' -so2 0'
PROPOSED
BRIDGE PIER
VAR.
SEE ROADWAY
STD. 610.04
15"
E2
EX.
15'
EXISTING
CABLE GUIDERAIL
TYPICAL SECTION UNDER STRUCTURE
12'
t
12'
12'
14'
1
7 0.03 --- 0.03 ----------
SEE ROADWAY
STD. 610.04
PROPOSED
VERTICAL
ABUTMENT

PROJECT REFERENCE NO.
HE -0005
SHEET NO.
2A-4
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
PAVEMENT
ENGINEER
01
U
I
n
10
10��
0 coil— I—
an
BRIDGE AT -LRT- STA. 34+48.71
OVER BRUSH CREEK TRIBUTARY
2 BAR METAL RAIL
W/2'-6" PARAPET
-LRT-
VAR
VAR
5'-6" MIN.
51'-0" MIN.
18'-0" 18'-0"
0.03
GRADE
POINT
i
0.03
VAR
5'-6" MIN.
L
ii
i
-LRT- STRUCTURE TYPICAL SECTION
2 BAR METAL RAIL
W/2'-6" PARAPET
INCOMPLETE P
ANS
DO NOT USE FOR R 0 WV ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
M7621 Purloy Rd Suite 115
MOTT Fuquay—Varina, NC 27526
MACDONALD www.mottmac.com1americas

01
01
01
00
PROJECT REFERENCE NO.
HE -0005
SHEET NO.
2D
RAW SHEET NO.
00
01
CO
N
00
CC
01
01
Natural
Ground
DETAIL A
LATERAL BASE DITCH
( Not to Scale)
L b
1"/Ft.
B, l
Min. D= 1 Ft.
B= 2 Ft.
b= 5 Ft.
Fill
Slope
FROM STA. 17+30 TO STA. 18+25 -LRT- RT
FROM STA. 39 + 00 TO STA. 41 + 00 -LRT- LT
DETAIL F
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Fill
Slope
B Min. D= 1 Ft.
B= 2 Ft.
FROM STA. 32 +80 TO STA. 37 + 00 -LLT- LT
FROM STA.21+95 TO STA.22+60 -EL- RT
DETAIL L
TOE PROTECTION
( Not to Scale)
Natural
Ground
d= 1 Ft.
Type of Liner= PSRM
PSRM
FROM STA. 22+20 TO STA. 24+24 -LRT- LT
FROM STA. 24 + 80 TO STA. 28+00 -LRT- LT
FROM STA. 26 + 00 TO STA. 31 + 20 -LLT- RT
FROM STA. 63 + 20 TO STA. 67 + 92 -LRT- LT
FROM STA. 68 + 25 TO STA. 73 + 00 -LRT- LT
FROM STA. 74+50 TO STA. 77+25 -LRT- LT
DETAIL B
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
%\o;,sec
o�
Min. D= 1 Ft.
Fill
Slope
FROM STA. 11 + 50 TO STA. 11 + 75 -DR1- LT
FROM STA. 17 + 79 TO STA. 18 + 00 -LRT- LT
FROM STA. 18 + 10 TO STA. 21 + 50 -LRT- LT
FROM STA. 72 + 47 TO STA. 73 + 00 -LRT- RT
DETAIL G
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural
Ground ?•
B
Type of Liner= PSRM
1 a� Fill
Slope
Min. D= 1 Ft.
Max. d= 1 Ft.
B= 2 Ft.
FROM STA. 26 + 00 TO STA. 29+50 -LLT- LT
DETAIL M
TOE PROTECTION
( Not to Scale)
NATURAL
GROUND
d= 1 Ft.
Type of Liner= Class 'B' Rip Rap
GEOTEXTILE
FILL
SLOPE
FROM STA. 28+00 TO STA. 32 + 50 -LRT- LT
FROM STA. 39 + 00 TO STA. 42 + 20 -LLT- LT
FROM STA. 38 + 00 TO STA. 40 + 00 -LLT- RT
Outside Ditch
Traffic Flow
<S—
S=Ditch Slope
DETAIL I
FALSE SUMP
( Not to Scale)
GI
etc.
C Proposed Ditch
FROM STA. 44 + 78 -LLT- RT
DRA
\A,
D
T'
r
TA
LS
Natural
Ground
DETAIL C
LATERAL BASE DITCH
( Not to Scale)
b
1'7Ft.
Min. D= 1 Ft.
B = 2 Ft.
b= 5 Ft.
FROM STA. 29 + 60 TO STA. 30 + 85 -LRT- RT
FROM STA. 13 + 50 TO STA. 14 + 40 -Y1- RT
DETAIL H
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural
Ground 3? •
Type of Liner= PSRM
1 O� Fill
Slope
Min. D= 1 Ft.
Max. d= 1 Ft.
B = 4 Ft.
FROM STA. 29+50 TO STA. 32 + 00 -LLT- LT
DETAIL N
CHANNEL IMPROVEMENTS
( Not to Scale)
Natural
Ground
GEOTEXTILE
Type of Liner= Class I Rip -Rap
Natural
Ground
B=5'
STA. 22 + 51 -LRT- RT, L =11', S = 0.0%,
BEG. EL. = 912.0, END EL. = 912.0
Outside Ditch
Traffic Flow
DETAIL II
FALSE SUMP
( Not to Scale)
GI
S — etc.
S=Ditch Slope C Proposed Ditch
FROM STA. 40 + 10 -LLT- RT
Natural
Ground
DETAIL D
LATERAL BASE DITCH w/RIP RAP
( Not to Scale)
d
GEOTEXTILE
*When B is < 6.0'
Type of Liner= Class B Rip -Rap
b
1'/Ft.
Min. D= 1 Ft.
Max. d= 1 Ft.
B= 2 Ft.
b= 5 Ft.
Fill
Slope
FROM STA. 38+25 TO STA. 39+00 -LRT- LT
DETAIL J
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Fill
Slope
B Min. D= 1 Ft.
B- 4 Ft.
FROM STA. 32 + 00 TO STA. 32 + 80 -LLT- LT
DETAIL III
FALSE SUMP
( Not to Scale)
Outside Ditch
Traffic Flow �•\ 20:1
S—
S = Ditch Slope
GI
etc.
C Proposed Ditch
FROM STA. 63 + 05 -LRT- LT
DETAIL E
LATERAL 'V' DITCH
( Not to Scale)
b
1'/Ft. Slope
Min. D= Ft.
b= Ft.
FROM STA. 68 + 00 TO STA. 72 + 47 -LRT- RT
FROM STA. 13+50 TO STA. 14+20 -Y1- LT
DETAIL K
STANDARD BASE DITCH
( Not to Scale)
Natural
Ground .2.
d
Geotextile
*When B is < 6.0'
Min. D= 1.0 Ft.
Max. d= 1.0 Ft.
B= 2.0 Ft.
Type of Liner= Class 'B' Rip Rap
STA. 27+50 -LRT- RT, L=80', S=6.25%
BEG. EL.=916.00, END EL.=911.00
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
NCOMPLETE PLANS
DO NOT USE FOR R / W ACQUISITION
MOTT MACDONALD I & E, LLC MOTT MACDONALD I & E, LLC
LICENSE NO. F-0669 LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
M 7621 Purfoy Rd, Suite 115
MOTT Fuquay-Varina, NC 27526
MACDONALD www.mottmac.com/americas

c
01
0)
0
CC
O
O
CO
0
L
CVD_�
CV/71-
O
C\J
\ 303
\��
coOCC
80
RETAIN
C C3
SPEC. LATERAL 'V' DITCH
SEE DITCH DETAIL B
-DRI - PT Sta. 11 +93.76
SPEC. LATERAL 'V' DITCH
SEE DITCH DETAIL B
() EPGR2o1SS
t\
AAAA
00C\ B POtV
POT Sto. 10 +00.00
3EGIN CONSTRUCTION
POT Sta. 10 +25.00
-DRI- PC Sta. 11 +51.36
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 8067 PG 717
RIP RAP
TIME WARNER CABLE
SOUTHEAST LLC
DB 7403 PG 2638
PB 133 PG 34
54" RCP —IV
ROCK PLATTING
STA. 22+00 — 23+0
- DRI - POT Sta. 12 +17.98
- LRT - POC Sta. l7 +77.45
CLASS 'B' RIP RAP m
EST. 3 TONS
10 SY GEOTEXTILE �y
BEGIN
JURISDICTIONAL
STREAM
2GI(A)
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 7857 PG 945
CLASS 'B' RIP RAP
EST. 8 TONS
EST. 21 SY GEOTEXTILE
CLASS 'B' RIP RAP
EST. 8 TONS
EST. 21 SY GEOTEXTILE
RETAIN 15" RCP
REMOVE EX CB
15" RCP—I-LRT- PCC Sta. 15 +04.11
q• \
RETAIN " ' \
`DETAIN
RETAIN
0
TOE PROTECTION W/PSRM
SEE DITCH DETAIL L
48"EXPRESSWAY C&G
RETAIN
<Q42 $�
ENDWALL
CHANNEL
IMPROVEMENT
SEE DETAIL N
BEGIN
JURISDICTIONAL
STREAM
RETAIN — —
-LRT- PCC Sta. 23+38.08
-LRT- PC Sta. 13+49.12
RETAIN
-EL- TS Sta. 14 +05.94
TOE PROTECTION W/PSRM
SEE DITCH DETAIL L
STANDARD 2' BASE DITCH
-LRT- PT Sta. 24+93.07 W/CL B RIP SEED DITCH RAP
AIL K
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 5042 PG 1643
BEGIN PROJECT HE-0005
-LRT- PC Sta. 11 + 85.00
PI Sta 14 +26.68
A = 5° 55' 12.4
D = 3° 49' 11.0"
L = 154.99'
T = 77.56'
R = 1,500.00'
RETAIN
RETAIN
TOE PROTECTION
W/CL B RIP RAP
SEE DITCH DETAIL M
satiaagmessem
eentualiegmarail
%1"�:I/G�_
TIE TO
EXISTING
SWALE
CLASS 'B' RIP RAP
EST. 2 TONS
7 SY GEOTEXTILE
LATERAL 2' BASE DITCH
SEE DITCH DETAIL C
RT - PC Sta. 27+67.72
PI Sta 22 +63.23
" (RT) A = /27° 25' 18.4" (RT )
D = /5° /6' 43.9"
L = 833.97'
T = 759.12'
R = 375.00'
Pls Sta /5 +72.67
es = 1°3/'21.9"
Ls = 250.09'
LT = 166.73'
ST = 83.37'
P/ Sta 33+50.69
A = /9° 47' 4/.7" (LT)
D = 3° 58' 43.9"
L = 497.50'
T = 251.25'
R = 1,440.00'
PROJECT REFERENCE NO.
HE -0005
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
INCOMPLE
DO NOT USE FOR
MOTT MACDONALD I & E, LLC
LICENSE NO. F-0669
SHEET NO.
HYDRAULICS
ENGINEER
TE PLANS
R / W ACQUISITION
MOTT MACDONALD I & E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
' PROP.2' -6"
C&G
-LRT - PRC Sta. 30+99.44
MOTT
MACDONALD
7621 Purfoy Rd, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com/americas
FOR -LRT- PROFILE SEE SHEET 11
FOR DITCH DETAILS, SEE SHEETS ? THRU ?

0'
SPEC. LATERAL 4' BASE DITCH
W/PSRM
SEE DITCH DETAIL H
SPEC. LATERAL 4' BASE DITCH
SEE DITCH DETAIL J
k. t
TIE TO EX.
GUARDRAIL
RETAIN
PROP.2' -6"
C&G
-v
0
Mt.) 26'
n
PROP.2' -6"
C&G
RETAIN
RETAIN
1-73 SBL JOSEPH
M BRYAN BLVD
40' BST
mi118irr111111iir��� �!08„'_�
L
C
J_
0
0-
c
m
i
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ROCK PLATING
STA. 32+50 - 33+42 LT
PROP.2' -6"
C&G
04.22'
30" RCP
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 8304 PG 2780
SPEC. LATERAL 2' BASE DITCH
SEE DITCH DETAIL F
-LLT- PRC Sta. 33+89.38
CLASS 'B_RW- RAP
-EST5 TONS
EST. 14 31' GEOTEXTILE
CLAS§ 'B' RIP RAP F
EST. 2 TON -CENTERED RVE
EST. 7 SY GEOTEMLE68'-/98'
OFFSET 6'
PROP. RETAINING WALL
BEGIN CONSTRUCTION
-EL - POC Sta. 20+06.18
RETAIN
-LRT- Sta. 34+48.7/
P/ Sta 23+34.94
A = /6° 25' 18.4" (LT)
D = l° l3' 03.9"
L = 1,348.52'
T = 678.9/'
R = 4,705.00'
PI Sta 30+42.95 P1
A = 4/° 10' 27.8" (LT) A
D = 5° 40' 22.3" D
L = 725.8/' L
T = 379.38' T
R = 1,0/0.00' R
Sta 34+77.50 P1
= ir 02' 57.8" (RT) A
= 6°/7'21.6" D
= 175.68' L
= 88.12' T
= 9/1.00'
-LLT - PC Sta. 38+35.58 -LLT- PT Sta. 39+97.86
row
ttF TOE PROTECTION ' - „
dirt. Imo', rrr . W/CL B RIP RAP PROP.2 6
gl r R��. SEE PITCH DETAIL M C&G
.-_!���r��rar- rrr. rrr rr rrur rr ur �r. rrir
�3'� �-.•.rrrrr�irrrr�irrrt�rril�rrrrrrirr�irrrr�irriirriri� �� C C
NEP-
Sta 39 +16.75
= 3° 43' 09.0" (RT )
= 2° /7' 30.6"
= 162.28'
= 81.17'
= 2,500.00'
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 8304 PG 2780
PB 130 PG 95
PROJECT REFERENCE NO.
HE -0005
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
INCOMPL I TE PLANS
DO NOT USE 1FO1' ", / W ACQUISITION
MOTT MACDONALD I & E, LLC
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
TOE PROTECTION
W/CL B RIP RAP
GREU TL-2 SEE DITCH DETAIL M
rrr rrr r�ii+iii�tRiiii r�r�i.iiiiin�iiir�riiF �rir'�rii ii iriiir nir rrr 411Z4 ii
F F
rrriltrrrrir
" RCP -III
'B' RIP RAP
EST. 3 TONS
TAIN EST. 10 SY GEOTEXTILE
LAID CONSTRUCTION
-EL- POC Sta. 27+17.71
RETAIN
RETAIN
RETAIN
TIE TO EX.
GUARDRAIL
PROP. RETAINING WALL
LATERAL V DITCH
SEE DITCH DETAIL E
<0517>
2' BASE DitCH
'B' RIP RAP
H DETAIL D
GREU TL-2
SPEC. 2' BASE DITCH
(W/MAX 3:1 SIDES)
65LF @ 0.30% TO
ELEV. 905.0
SEE DITCH DETAIL F
TIE TO EX.
GUARDRAIL
LATERAL 2' BASE DITCH
SEE DITCH DETAIL C
CLASS 'B' RIP RAP
EST. 2 TONS
ESLZSY GEOTEXTILE
PT Sta. 35+96.94
3-CENTERED
/98' -68' -/9
OFFSET 6'
15" RCP -IV
CB405*
M
15" W/ELBOWS
SPEC. LATERAL 2' BASE DITCH
SEE DITCH DETAIL F
-LLT- PT Sta. 35 +65,07
1-<Q529>CB
+ 28.70
15" RCP -IV
+ 64.17
S 72° II' 0
SPEC. LATERAL 2' BASE DITCH
W/CLASS 'B' RIP RAP
SEE DITCH DETAIL K
CP-IV
15" R
15" RCP -IV
01
14+97.05
-Y/ - POT Sta. /5+36.56
-LRT- POT Sta. 37+20.95
T Sta. /0 +00.00
Sta. 36+35.12
15" /ELBOWS <0534>
<)543'
CLASS 'B'/RIP RiP ENTERED G
EST. 2 T NS EST. 5 S GETEXTILi8' 68'-198'
OFFSET 6'
a
15" RCP -III P
TUT TT TT T
<0522G1
HIGH POINT - - -iLl 127403
RETAIN
15" RCP -IV CB
P1 Sta 42+52.42
A = 34° 55' 25.6" (LT)
D = 3° 58' 43.9"
L = 877.73'
T = 452.98'
R = 1,440.00'
GREU TL-3
LATERAL 2' BASE DITCH
SEE DITCH DETAIL A
M7621 Purfoy Rd, Suite 115
Fuquay-Varina, NC 27526
MACDONALD www.mottmac.com/americas
FALSE SUMP TYP.
2:1 /2:1
SEE DETAIL II
EL
METE
TIE TO EX.
GUARDRAIL
DMS
-�-�
- CABLE
S 70° 50' 114" E smow
15" RCP -IV
C
PROP.2' 6"
C&G
�l-
T - MTL
CLASS 'B' RIP RAP
EST. 2 TONS
EST. 7 SY GEOTEXTILE
F -_�i
15" W/ELBOWS
GREU TL-2
-LRT - PC Sta. 37+99.45
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 5042 PG 1643
CB<Q539>
- 15" RCP -IV
GREU TL-2
� - i�EWOV E - - -
F___- F
FALSE -SUS
SEE DEAL MM BRYAN B�
JOSE
\\ <0514>
REMOVE `"
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 8304 PG 2780
PB 130 PG 95
FOR -LRT- PROFILE SEE SHEET 11 & 12
FOR -LLT- PROFILE SEE SHEET 14 & 15
FOR -Y1- PROFILE SEE SHEET 15
FOR DITCH DETAILS, SEE SHEETS ? THRU ?

J'
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-EL-
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-LLT-
PI
A
END CONSTRUCTION
-LLT- PCC Sta. 45+69.92
END NOT
FOUND
24" RCP -IV
EMOVE
= 3,220.00'
BEG.CONC. BARRIER
END
CONC. BARRIER
REMOVE REMOVE 2GI
-LLT- PT Sta. 48+42.49
—T
CONQBARRI ER
-
MTL
PIEDMONT TRIAD
AIRPORT AUTHORITY
PIEDMONT TRIAD
AIRPORT AUTHORITY
CABLE
ONC
MTL
RETAIN
<0612>
160'
CD
TAPER
0
RETAIN
RETAIN 42" RCP
REMOVE
EX DI
8' DIP
—T
CONC
FO—
0
0
/)I (S)=895.63'
co
0
PIEDMONT TRIAD
AIRPORT AUTHORITY
co -
co
-LLT- POT Sta. 51+72.64
EXISTING R/1/1/
VAR GR
RETAIN
DI
PIEDMONT TRIAD
AIRPORT AUTHORITY
MTL
0
— MIL CABLE
TYPE B-77
0
END NOT
0
PIEDMONT TRIAD
AIRPORT AUTHORITY
AREA U/C
05-05-22
REMOVE EX DI
160' TAPER
PIEDMONT TRIAD
AIRPORT AUTHORITY
PI Sto 48+56.19 PI
L = 356.20'
R = 1,440.00'
CC
RETAIN
CAT-1
15" PCP
in 0
CONC HW/WW
TOP=877.48'
= 263.00' §
= 2,270.00'
C&G
ET AIN
PROJECT REFERENCE NO.
SHEET NO.
6
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR -8 W ACQUISITION
LICENSE NO. F-0669
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
C&G
PC Sta. 56+90.23
PIEDMONT TRIAD
AIRPORT AUTHORITY
440
Del
/4)
14.83' (LENGTH)
2099.86' (RADIUS)
144.40'
FOR -LRT- PROFILE SEE SHEET 12
FOR -LLT- PROFILE SEE SHEET 15
FOR DITCH DETAILS, SEE SHEETS ? THRU ?

o-
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— — — —T FO—
RETAIN
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X
48" WWu&_
X
X
48" RCP RETAIN
X
—T
CONC
--TFo---
DI
--—— --D — CABLE
I-73 NBL JOSEPH M BRYAN BLVD 52' BST
RETAIN
CB <0614>
CB <0615>
—
AREA ,
05_ 22
RETAIN
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 3943 PG 1911
PB 72 PG 62
PROP. �—
C&G
RCP RETAIN
15" RCP -IV
JDI
C
PROP2' -6"
C&G
RETAIN
0
0
0
V)
CC
— —----D---—
CABLE
1-73 SBL JOSEPH M BRYAN BLVD 52' BST
— FALSE SUMP
SEE DETAIL III
TOE PROTECTION W/PSRM
SEE DITCH DETAIL L
24" RCP -IV
'LH
;�
__u
22
-RPD-
9•
24 RCP -I
c
15" RCP-
-EL-
X
FO
—a-- - C- ABLE
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 4186 PG 1995
A8"
X
AB" RCP
X
Fo— - -
40600M-5
•
CABLE
—
s- _
TOE PROTECTION W/PSRM—
SEE DITCH DETAIL L
0711
2GI — EMOVE
^I
AREA
E22
_a
MTL -
-X
_ 1
48" WW & ISBW
X
48" RCP
RETAIN
—T F0— — — — —
_TFo---- —
ao
TYP.
C c
15" RCP -III
C
\ A /
-LRT - PT Sto. 62 +13.9/
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 8606 PG 1577
/
/
/
/
C
x
S 46°0 ' 90W(LE .90' (CHORD)
H)
1669.86' (RADIUS)
30" RCP -IV
c
X
c
c
X 48" WW '& IS
EXISTING R/W
X
c
c
X
-LRT-
-LRT -
C
CB
C
REMOVE
PC Sta. 65+84.03
P1 Sto 59+53.24
A = 13°13' 03.8" (LT)
D = 2° 3/' 26.6"
L = 523.67'
T = 263.00'
R = 2,270.00'
S 47°I4'36" W 40.98(Cr�H
40.98' (LENGTH)
1669.86' (RADIUS)
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 4392 PG 1217
P1 Sto 68 +32.2/
A = 2° 50' 36,2" (RT
D = 0° 34' 22.6"
L = 496.26'
T = 248.18'
R = 10,000.00'
<0710>
2GI
,\1„
S A\'
395e
i
P.'P444
-RPD-
—
CABLE
PROP. RET AI NI NG WALL- -NO.2 - - - - -
TOE PROTECTION W/PSRM
SEE DITCH DETAIL L
REMOVE
PROJECT REFERENCE NO.
SHEET NO.
HE -0005
7
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
MOTT MACDONALD I & E, LLC
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
RETAIN UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M
M
7621 Purfoy Rd, Suite 115
MOTT Fuquay-Varina, NC 27526
MACDONALD www.mottmac.com/americas
PROP.2' -6"
C&G
® GREU TL-2
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 4186 PG 1995
0
30" RCP -IV
LATERAL V DITCH
SEE DITCH DETAIL E
REMOvt
0A 0
SE05 '/
22
/C`
\ A /
-LRT - PT Sta. 70+80.30
PR0P.2' -6"
C&G
O
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O
CV co
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Z
ILu
LLB
—J
I N
W LLJ
ZN
J
FOR —LRT— PROFILE SEE SHEET 12 & 13
FOR DITCH DETAILS, SEE SHEETS ? THRU ?

R
AP
PROJECT REFERENCE NO.
HE -0005
SHEET NO.
8
c
01
01
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0
CC
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0
0
L
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CV
0
C\1
co
CC
cc
3
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PIEDMONT TRIAD
AIRPORT UTHORITY
DB 2851APG 403
8` !SEA
54" RCP
2" CONDUIT
—T
CABLE
-RETA
- TOE PROTECTION W/PSRM
SEE DITCH DETAIL L
MTL
TIE TO EXISTING —' --
DITCH FLOWLINE _
<0809>
)
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CB
2G1
<0812>
RETAIN
F0
CONC
DI
48" CMB
—T F0-
1L
TOE PROTECTION W/PSRMO
SEE DITCH DETAIL L
PROP2' -6"
C&G
24" RCP -IV
36" RCP -IV
r'
SPECIAL.ATERAL 'V' DITCH
SEE DETAIL B
PROP.2' -6'
C&G
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 8606 PG 1577
0' W
\S 6AC)g3
- n
E
<0811>
2G1 REMOVE
PROP. REAINING WALL NO.'1''
CB
GREU TL-2
° k
36" RCP -IV
<0802> IPPY
REMOVE
REMOVE
EXISTING R/W
fl
E?6,
CJI Cop
FOR -LRT- PROFILE SEE SHEET 13
FOR DITCH DETAILS, SEE SHEETS ? THRU ?
cc
C �I
\ X
Cu
48" CMB
— T
54" RCP
F0 —
48" CMB
•4OBO0M-6
ID I
TIE TO EXISTING
DITCH FLOWLINE
GREU
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C
— P
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D
JOSEPH M BRYAN BLVD VAR
WIDTH BST
I-73 NBL
VAR WIDTH JOSEPH M BRYAN BLV\
I-73 SBL�
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C
48" CMB
T F0
2" CONDUIT
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54" RCP
—T F0—
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u
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RETAIN _ _-I-- 48" CMB — — ----=-
�CP _ — _ 15" RCP RETAIN
5" RI\
I
—�—_11—
CN
7
O
N
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N
N
NO
46
1
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L
48� ISBW
X IX
-LRT -
TYP.
P/ Sta 81+82.52
A = 43° 13' 29.5" (RT
D = 8° 03' 30.5"
L = 536.39'
T = 28/.68'
R = 711.00'
36" RCP -IV
CB 36" RCP -IV
<0 810>
C EXISTING R/W = IQ
O �
ZI
ON 01
\\
RETAIN
4 RCP
42" RCP
-LRT- PC Sta. 79+00.84
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 2851 PG 403
1
CB
<080�j
CON
DI
DI
DI
MT LIB
RETAIN
15" RCP MTL
— D— — CABLE n — 0— — 1
CABLE
RETAIN
---------------------
48" CMB
RETAIN
RETAIN
32' BST
LANDSCAPED
AREA
24 SST \ \�
\
REMOVE \\
2G1 \' I -
�0816�
c \\\ \\\\ #„
\
ISgW
0
c
<080$�CB
-LRT- PT Sta. 84+37.23
v0 moo/
\
88' R
END HP PROJECT HE-0005
-LRT- POT STA. 86 + 41.93
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR I' / W ACQUISITION
MOTT MACDONALD I & E, LLC
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
M
7621 Purfoy Rd, Suite 115
MOTT Fuquay-Varina, NC 27526
MACDONALD www.mottmac.com/americas
RETAIN
(bJ
\
\ 7
\
m
1
F
s0
TDP_82
INV_815a65

C
01
C)
0
m
m
0
CV0- h
CV -
O Ac
(OLC
0c
CC
00 0—
o1
m
-Y2- PRC Sto. /4 +24,00
\''P\ \\\
\\\\\\\4)6\\\\\\\ \\
\%\ \\\ \
\ \ \may\ \ \
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 5690 PG 549
'/
C&G
-77
MATCHLIN flwI
_ STA.
17+50.00 SEE SHEET NO. 10
RIPRAP 1 /(
/
FRONTIER ALLERTON LLC
DB 8160 PG 1333
PB 124 PG 97
ssTOP=95L82'
INV=944,72'
DETENTIO
RAP
A SIN
VAR HT CONC WALL
x
x
's
cb
2", CONDUITS
Tv
/� FLAG POL
PI Sto /2 +16.68
A = 29° 05' 39.2" (RT)
D = 6° 5/' 42.4"
L = 424.00'
T = 2/6.68'
R = 835.00'
-Y2- PRC Sto. 24+03.90
ATTERED
TEES
— — TGFO
\ X EXISTING R/W
/
MTL
GATE
-LLT- PRC Sto. 10+69.40
\ VAR HT ROCK
EXIST
PC Sto. 7 ' •1.24
PROP2' -6
C&G
0
WALL
G R/W
1 —0
-Y2-
P1 Sto /9 +79.18
A = 67° /4' 17.6" (LT)
D = 6° 5/' 42.4"
L = 979.90'
T = 555./7'
R = 835.00'
L
CV
8" CONC
BST
18" RCP
AREA U22
05 05
P1 Sto 26+05.04
A = 2° 55' 27.6" (RT
D = 0° 43' 37.6"
L = 402.19'
T = 201.14'
R = 7,880.00'
- LLT- POT Sto. 6+96.90 =
- Y2 - POC Sto. 24+36.17
VAR HT ROCK WALL
F LE
PROP.2' -6" \/
C&G \ \
/
BST
EIP
— —P— — —
/
'. /
VERTICAL
STUB
4/
-LLT-
\
PI Sto 9+86.55
A = /03° 29' 18.6" (RT)
D = 37° 12' 18.2"
L = 278.16'
T = 195.3/'
R = 154.00'
PROJECT REFERENCE NO.
HE -0005
R/W SHEET NO.
SHEET NO.
9
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R W ACQUISITION
MOTT MACDONALD I & E, LLC
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M
MOTT
M7621 Purfoy Rd, Suite 115
Fuquay-Varina, NC 27526
MACDONALD www.mottmac.com/americas
FRONTIER ALLERTON LLC
DB 8160 PG 1333
PB 124 PG 97
—T FO— -
-T FO— -
--TT— —�-
AREA 22
05-05
P1 Sto /9 +30.08
A = /33° 2/' 46.1" (LT)
D = /5° 26' 37.0"
L = 863.55'
T = 860.68'
R = 371.00'
-
r.
T^'ri4'�
•
C
VOLLEYBALL
COURT
SAND
—T F 0-
- -
-T— —
SR 2133 PLEASANT RIDGE
N =20Q
-Y2- PT Sto. 28+06.09
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 5690 PG 549
-LLT- STA. 10 + 00 TO 24 + 00 PENDING.
PLANS WILL BE SUBMITTED AT LATER DATE.
FOR -LLT- PROFILE SEE SHEET 14
FOR DITCH DETAILS, SEE SHEETS ? THRU ?

-LLT -
-EL-
PROJECT REFERENCE NO.
SHEET NO.
HE -0005
/0
R'W SHEET NO.
01
O)
H
0
co
O
0
0
CV121-�
O uao
NOLc
\ 303
°I 0�
00
0—
-LLT - PRC Sta. 19 +32.95
PROP.2' -6"
C&G
PROP.2' -6"
C&G
MT
RETAIN
L T��
F0 —
PI Sto 19 +30.08
p = 133° 2/' 46.1" (LT)
D = 15° 26' 37.0"
L = 863.55'
T = 860.68'
R = 371.00'
—LLT— STA. 10 + 00 TO 24 + 00 PENDING.
PLANS WILL BE SUBMITTED AT LATER DATE.
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 5690 PG 549
—1
E
FO
2 ClaNDUj
— —
T
E
s
A,
E
-EL- POT Sta. 10+00.00
—1 FO— — —
1 3NEL JSEPH M
Sto 30+42.95
= 4/° 10' 27.8" (LT)
= 5° 40' 22.3"
= 725.81'
= 379.38'
1,010.00'
N
RIP AP
<1001> CB
—____ 15" RCP -IV
cst:i
N-3o
Pls Sto 15 +72.67
es = l° 31' 21.9"
Ls = 250.09'
LT = 166.73'
ST = 83.37'
PI Sta 16 +78.9/
A = /6° 25' 18.4" (LT)
D = l° l3' 03.9"
L = 1,348.52'
T = 678.9/'
R = 4,705.00'
-LLT- PRC
Sta. 26 + °57
15" RCP -IV
-EL- TS Sta. 14 +05 i94—
—1 F
1-73 NBL Jos
-EL-
PI Sta 23+06.30 PI
A = 29° 04' 14.1" (RT) p
D = 3° 58' 43.9" D
L = 730.62' L
T = 373.36' T
R = 1,440.00' R
R A BB "
—T F0—
DI
0
CLASS 'B' RIP RAP
EST. 2 TONS
7 SY GEOTE)ILE
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLE
DO NOT USE FOR
FE PLANS
R% W ACQUISITION
MOTT MACDONALD I & E, LLC
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M
MOTT
MACDONALD
M
7621 Purfoy Rd, Suite 115
Fuquay-Varina, NC 27526
www. mottmac.com/americas
PIEDMONT TRIAD
AIRPORT AUTHORITY '
DB 8304 PG 2780/
;SPEC. 2' BASE
DITCH, VWJPSiRMI___
SEEjD1TCH DE1
-110471-CB -
715" RCP -IV
n
� f
SPEC. 4' BASE DITCH
W/PS RM
SEE DITCH DETAIL H
CLASS 'B' RIP RAP
EST. 2 TONS
EST. 5 SY GEOTtXT
o a P C&G
N� CB <1009>
PROP.2' -6" GREl1 T�-2
..:...._ ••'.l'®►®-®-.-. ,•-i-.C&G• ��•��w��e;<e;;15° Rp -o" ul•ie-
TOE PROTECTION W/PSRMs� .:::;.... s..•e �sii0'iiw:iJie:::J!S:oAJ�vvAv::.®•.®..:.J..O.p:.p::.:.O.-- 4;;�
DITCH DETAIL L 2GI 011>_ _ — — — —T Fo
RETAIN
CONNCC 15" RCP
D RETAIN_ II
H M BRR_BLVD
aII-
CONC
II
1-73EL SSM BYAN
-EL- SC Sta. 16+.56.03
0
O.
0
'-f
tfl
M
•0
ua
1►~JJ
J t/)
Ztll)
RETAIN
Remis
V
FOR -LLT- PROFILE SEE SHEET 14
FOR DITCH DETAILS, SEE SHEETS 2D-1 THRU 2D-3
xpN

PROJECT REFERENCE NO.
SHEET NO.
HE -0005
//
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
c
01
Q
0
0
01
Oh-
cNi c-
C\i r0
0 1 ui
CVDc°
0
950
B
t
L
L
GI
RT
EV
- STA.11 +85.00
- 939.46'
0
Jt
C
-0005
940
930
920
910
900
P1 = /3 +20.00
EL = 939.04'
VC = /20'
K = 239
DS = 65 MPH
PI = /5 +10.00
EL = 937.50'
VC = /20'
K=/07
DS = 50 MPH
-LRT-
(-)0.
09/X
(-)0 8 05/
P1 = /6+40.00
EL = 937.90'
VC = /00'
K = /0/
DS = 50 MPH
EXISTING GROUND
PIPE HYDRAULIC DATA
-LRT - Sto. 22+58
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
/00 YEAR DISCHARGE
/00 YEAR HW ELEVATION =
OVERTOPPING FREQUENCY =
OVERTOPPING DISCHARGE =
OVERTOPPING ELEVATION =
• 39.33 AC
• 25 YRS
• 100.0 CFS
• 927.04 FT
• 120.0 CFS
927.55 FT
500+ YRS
560 CFS
933.00 FT
INCOMPLETE PLANS
DO NOT USE FOR
W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M
M 7621 Purfoy Rd, Suite 115
MOTT Fuquay-Varina, NC 27526
MACDONALD www.mottmac.com/americas
0-
1-
=
Lf)
1
O
o•
- -
/
V ii
F- 0
-r-
0
l+� 3-82% _ - O
PROPOSFD GRADE
620/
STAl 191E401
Lri
o•
P1 = 21+80.00
EL = 934.24'
VC = 200'
K=/33
DS = 55 MPH
)0.6778/
0%,
H
0
0
Z
W
W
)2✓78(
5
4"
R
C
P-III
•
•
890
FOR -LRT- PLAN SEE SHEET 4
940
930
920
910
900
890
10
11
12
13
14
15
6
17 18 19
20
2
22
23
BM NO. 2
N 864399
-LRT- STA.
RAILROAD
ELEV. = 932.21
E 1717545
23+47.09, 31.53' RT.
SPIKE IN BASE OF 15" WHITE OAK
950
-LRT-
940
930
•
920
910
900
/
/
890
880
870
PROPO
PIPE HYDRAULIC DATA
-LRT - Sto, 31 +64
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION =
/00 YEAR DISCHARGE =
/00 YEAR HW ELEVATION =
OVERTOPPING FREQUENCY =
OVERTOPPING DISCHARGE =
OVERTOPPING ELEVATION =
S
ED
4.00 AC
25 YRS
17.0 CFS
909.83 FT
18.0 CFS
909.94 FT
500+ YRS
56 CFS
920.0/ FT
GRADE
EXISTING G
P1 = 29+30.00
EL = 9/7.90'
VC = 230'
K=66
DS = 40 MPH
•
41`.
--
ROUN�
ce e
I o
o• II
N
N W
(-)
1
BRIDGE HYDRAULIC
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION =
OVERTOPPING DISCHARGE =
OVERTOPPING FREQUENCY=
OVERTOPPING ELEVATION =
DATE OF
W.S. ELEVA
AT DATE
16%
0
V
1-
0
0
Z
W
SURVEY
TION
OF SURVEY
co
0
M
N
0
o•
W
J
W
DATA
98 CFS
25 YRS
896.1 FT
/07 CFS
50 YRS
896.2 FT
22,400 CFS
500+ YRS
920.0 FT
FT
= 2/12/2022
= 892.5 FT
2
4
,,
RCP -I
11
950
PROP BRIDG'V 34-
63
" MBT
1 SPAN @ 121.3 , .0
EW = MMAC S
-LRT- GP ELEV - 4 &. 8
ELEV = 89
CASS 1 RIP RAP
SLOE I.5.1
(NORMAO CAP
(2 FT THICK) (TYP
elf} �IRT-
E CA
Ls,
N
34+48.71
/
RT- Sto
41,
/
•
100 YR WS
ELEV.-8 . '
•
/
3.5' KEY
PT H (TYP )
NORMAL WS ELEV
= 892 5' (2/12/2022
940
930
920
910
900
890
FOR -LRT- PLAN SEE SHEET 4 & 5
880
870
23 24 25
26 27
28 29 30 31 32 33 34
35
36

PROJECT REFERENCE NO.
SHEET NO.
HE —0005
/2
c
01
Q
0
0
01
CNJ c-
CV rc
O 1[
(VDc°
0
ooLCI-
940
930
PI = 37+80.00
EL = 928.90'
KC /5 = 44
DS = 40 MPH
-LRT-
+)1.294I
X
(--) 85. 97
920
910
900
890
880
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
][NCOMPLE
DO NOT USE FOR
TE PLANS
W ACQUISITION
•
•
•
•
•
•
•
•
•
•
9 IN
•
RCP—
r
O
Iv
V
1-
N
0 +
00
z
2 0
I-
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oo°b
0
0
CO
o-
0
o'.
M
N
/
0
0
0
W
J
W
W
J
W
870
860
850
10
XI.STING
o°
1
PIPE HYDRAULIC DATA
-LRT - Sta. 38+25
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
/00 YEAR DISCHARGE
/00 YEAR HW ELEVATION =
OVERTOPPING FREQUENCY =
OVERTOPPING DISCHARGE =
OVERTOPPING ELEVATION =
—I0
0
0
0
0
Q'.
+ II
• W
J
P
I I
•
• 1,54 AC
25 YRS
• 6.0 CFS
• 895.23 FT
• 7.0 CFS
895.30 FT
500+ YRS
49 CFS
903.00 FT
ROPOSED GRA
DE
i
i
•
•
t
•
•
•
•
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M
M 7621 Purfoy Rd, Suite 115
MOTT Fuquay-Varina, NC 27526
MACDONALD www.mottmac.com/americas
PI = 48+40.00
EL = 866.87'
VC = 350'
K = 65
DS = 40 MPH
.8/9),3\.0
900
890
-)O 4395X
FOR -LRT- PLAN SEE SHEET 5 & 6
880
870
860
850
36
37
38
39
40
41
42
43
44
45
46
47
48
49
910
900
-LRT-
910
890
900
880
PI = 48+40.00
EL = 866.87'
VC = 350'
K=65
DS = 40 MPH
t
m
dc
r
s
a
t
CL
L
R
T
PI = 61 +30.00
EL = 861.20'
VC = 120'
K=/06
DS = 50 MPH
890
870
18
7
8
880
•
P
RO
P
0S
E
D
GR
A
DE
Ih 3b'
E E
X{S
T
/NG
G
R
OU
N
D
870
860
��_
)0.4395X
57771.)0
68
7
860
850
850
840
840
830
820
FOR -LRT- PLAN SEE SHEET 6 &
830
820
49 50 51
52
53
54
55
56 57
58
59
60
61
62

c
01
0
Q
0
0
01
Oh-
cNi Cd-
Nrco
0 1 ui
(VDc°
[0
°DECI-
910
900
890
880
870
860
850
840
830
820
-
E
X/
S
T
IN
G
-LRT-
PROPO
FRou
E
D
GR
A
N
D
l
Dc
0
= I
vo
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6
03
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CO
ni
CO
W
J
W
l
)
P1 = 69+30.00
EL = 866e70'
VC = /20'
K=50
DS = 40 MPH
8
5
Q
EOE
PROJECT REFERENCE NO.
SHEET NO.
HE —0005
ROADWAY DESIGN
ENGINEER
/3
HYDRAULICS
ENGINEER
INCOMPLE
DO NOT USE FOR
TE PLANS
W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
M 7621 Purfoy Rd, Suite 115
MOTT Fuquay-Varina, NC 27526
MACDONALD www.mottmac.com/americas
7238/
64%
pc
N
M
•0
co
II
J
W
l
+1
3
06%
2
V
1—
z
W
O
O
'0
0,
OD
II
J
W
FOR -LRT- PLAN SEE SHEET 7 & 8
870
860
850
840
830
820
62
63
64
65
66
67
68
69
70
71
72
73
74
75
910
900
890
880
870
860
850
840
830
820
BM NO. 4 ELEV. = 852.61
N 864363 E 1722567
-LRT- STA. 75 + 94.11, 40.89' LT.
NORTHWEST CORNER BOLT IN SIGN POST BASE
1
r
PI = 79+80.00
EL = 848.60'
VC = /40'
K=69
DS = 40 MPH
N.7238%
l
+
)0 i/2X
-LRT-
i
1
-
XIS
T
IN
G
fROU
N
D
EN
—LRT
ELL V
/
GRA
ST
E
A
TI
8
850
6
P
+4
66
•
P
1.9
P
2
J
E
C
T
H
E
00
5
FOR -LRT- PLAN SEE SHEET 8
910
900
890
880
870
860
850
840
830
820
75
76
77
78
79
80
81
82
83
84
85
86

C
01
Q
L
0
CNJ
0
01
c-
CV r0
0 1 ui
CVDc°
0
ooLCI-
980
970
960
950
940
930
920
910
P1 = /0 +00.00
EL = 958.39'
VC = 120'
K = 92
DS = 45 MPH
.8988X
N
N
N
+)
Od398
7
•
X
•
N
•
rt
P
R
OPOS/
D
GHADL
EXISTING
GROU
-
N
D
v
i
7
0
i
i
0
7
(+)
0.
39
8
7X
-144842i
PI = /8 +70.00
EL = 961.86'
VC = 220'
K = 45
DS = 40 MPH
PROJECT REFERENCE NO.
SHEET NO.
HE -0005
ROADWAY DESIGN
ENGINEER
/4
HYDRAULICS
ENGINEER
][NCOMPLE
DO NOT USE FOR
TE PLANS
W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
M 7621 Purfoy Rd, Suite 115
MOTT Fuquay—Varina, NC 27526
MACDONALD www.mottmac.com/americas
__
FOR -LLT- PLAN SEE SHEET 9 & 10
960
950
940
930
920
910
9
10
11
12
13
14
15
16
17
18
19
20
21
22
970
970
960
-LLT-
950
940
930
920
910
900
890
880
22 23 24
-
25
0
0
- O
0 +
'O
Z
26
O
C%
>
J
W
•
•
•
\
\
•
•
•
(-)
1
L
60%
27
PROPOSED
J Q
O O%
N
• Q W
W
GRACE
28
PIPE HYDRAULIC DATA
-LLT - Sta. 32 +82
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION =
/00 YEAR DISCHARGE =
/00 YEAR HW ELEVATION =
OVERTOPPING FREQUENCY =
OVERTOPPING DISCHARGE =
OVERTOPPING ELEVATION =
PI = 29+15.00
EL = 9/5.00'
VC = 505'
K = 64
DS = 40 MPH
r
29
4
-
O
LA
+
N
J
W
56I /
30
•
6.47 AC
25 YRS
/8 CFS
9/5.40 FT
20 CFS
9/5.65 FT
500+ YRS
47 CFS
921.71 FT
0.30%
31
960
950
1-
I
O
O
+
N
M
N
N
O%
II
J
W
32
l-1
0.
3
1
O
M
O%
J
W
2
4,
RC
33
}
P
1
00
l
3
3
5
O
M
6
O
O'
J
W
FOR -LLT- PLAN SEE SHEET 10 & 5
34
)
35
940
930
920
910
900
890
880

PROJECT REFERENCE NO.
SHEET NO.
HE —0005
/5
940
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
930
920
i
1.30%
910
900
P1 = 35+75.00
EL = 937.15'
VC = 490'
K = 44
fls --40- 17tP--
W
J
LU
890
880
870
860
0
0%
>6?
1--47
O
M II
N
W
J
LLI
PIPE HYDRAULIC DATA
-LLT- Sta. 37+82
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION =
/00 YEAR DISCHARGE =
/00 YEAR HW ELEVATION =
OVERTOPPING FREQUENCY =
OVERTOPPING DISCHARGE =
OVERTOPPING ELEVATION =
•
•
1.92 AC
25 YRS
8.0 CFS
9/2.08 FT
9.0 CFS
9/2.25 FT
500+ YRS
24 CFS
920.5/ FT
-LLT-
331\
•
•
V
1-
m
Z
LJJ
+
M
N
8"
O
L()
O
Et
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J
LJJ
R
C
P—
Iv
P
RO
PoS
E
D
G
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E
X
/S
T/N
G
GR
0U
N
D
(
INCOMPLE
DO NOT USE FOR
TE PLANS
W ACQUISITION
BM NO. 3 ELEV. = 897.35
N 864124 E 1719934
—LLT— STA. 47 + 05.07, 47.58' LT.
SQUARE CUT ON CORNER OF CONCRETE
HEADWALL OF BRIDGE
P1 = 44+80.00
EL = 867.49'
VC = 400'
K=66
DS = 40 MPH
°697
END Gl?A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M
M
7621 Purfoy Rd, Suite 115
MOTT Fuquay-Varina, NC 27526
MACDONALD www.mottmac.com'americas
C
A.
4
7
t
2
8
//
2
3
5
850
FOR —LLT— PLAN SEE SHEET 5 & 6
900
890
880
870
860
850
35
36
37
38
39
40
41
42
43
44
45
46
47
48
960
-Y1-
950
BEGI N
GR
ADC
960
- YI -
- //T—
ELEV
7-
A.
S
T
9
/0
A
28
8.
d/
5+
28
_3
5
7
7
8
' RT
940
930
920
9
2
0
r
P1 = /2 +70.00
EL = 934.79'
VC = 320'
K = 45
DS = 40 MPH
END
CRADE
- Y/- Sta /2+47 92 =
- EL - Sta. 23+38.84
P1 = 10+42.00
EL = 928.18'
VC = 40'
K = /2
DS = /5 MPH
•�L•II _ _
iar - '7c 38
P1 = 14+75.00
EL = 926.16'
VC=80'
K = /5
DS=/5MPH
PR POSF
D
LRT
ELEV
STA. /5
STA.
+18.5/ =
.37 1 /9°5
- 926
6
L
T
GRADF
r
910
900
890
880
/
\
950
940
930
920
9
0
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(+) 0 89°
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9
0
0
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•
9I
88
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ce
O
O
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7
LLL
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N
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900
890
970
960
950
940
930
920
910
B
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E
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S
A
/U
2
3
UU
-DR1-
E
L
E
V
9
3
9.
5
END GRA E
P1 = /0 +40.00
EL = 939.25'
VC = 30'
K = II
DS = /5 MPH
P1 = /0 +80.00
EL = 939.65'
VC = 50'
K = /9
DS = 30 MPH
LRT
E' V -
S
TA.
937
/7
.6
9
7
.4
5
3
L
T
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960
+)4 000z
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` p0C4'
0
084/0
co
0
1-
+
CNI
cNi
Lu
LIJ
880 900
FOR —DR1— PLAN SEE SHEET 4
950
940
930
920
910
900
10
11
12
13
14
15
10
11
12
13

09/08/99
Igs\Boom_hyd_permit_buffers_tsh,dgn
PROJECT: HE-0005
See Sheet IA For Index of Sheets
See Sheet IB For Conventional Plan Sheet Symbols
L
OAKK,RIDGE
POP' 7,488
END
PRO ET
Piedmont Triad
International
Airport
BEGIN
PROJ E
C �I
AWOullford
GREENSBORO ,
CITY LIMITS
N
VICINITY MAP
BEGIN TIP PROJECT HE-0005
-LRT- STA. 11 + 85.00
ATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
—LRT—
SR 1695
REGIONAL RD.
A PORTION OF THIS PROJECT IS WITHIN THE GREENSBORO MUNICIP ''>.:OUNDARIES
\\
CLEARING ON THIS PROJECT WILL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD -LRT- STA. 33+76.97
LOCATION: ACCESS IMPROVEMENTS FOR BOOM FACILITY
ALONG INTERSTATE 73 ON THE NORTH SIDE
OF PIEDMONT TRIAD INTERNATIONAL AIRPORT
TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURES,
SIGNING, CULVERTS, AND RETAINING WALLS
BUFFER IMPACTS PERMIT
BEGIN BRIDGE
—Y1— STA.11+54.44
GREENSBORO CITY LIMITS-
-Y1— S'A. 13+4
END BR P G�.
—LRT— STA. 35 +
BEGIN BRIDGE
THIS IS A PARTIAL CONTROLLED -ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS SHOWN ON THE PLANS
3
END TIP PROJECT HE-0005
-LRT- STA. 86 + 41.93
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
HE-0005
1
STATE PROM. NO.
F. A. PROM. NO.
DESCRIPTION
50338.1.1
PE
50338.2.1
PM
50338.2.2
UTIL
50338.3.1
CONST
BUFFER DRAWING
SHEET 1 OF 6
Arid���p
1
-7,..\\Naa
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
J
GRAPHIC SCALES
5iii511°
50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
11I11 \�
PROFILE (VERTICAL)
DESIGN DATA
ADT 2022
ADT 2042
K
D
T
V
= X
X
= X %
= X %
X % *
40 MPH
* TTST =X DUAL X
FUNC CLASS =
MINOR COLLECTOR
REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT HE-0005 = 1.385 MILES
LENGTH STRUCTURES TIP PROJECT HE-0005 = 0.027 MILES
TOTAL LENGTH OF TIP PROJECT HE-0005 = 1.412 MILES
PROJECT LENGTHS BASED ON —LRT— ALIGNMENT.
MOTT M
MACDONALD
Prepared in the Office of:
7621 Purley Rd., Suite 115
Fuyuay-Vorino, NC 27526
[phone]
[phone] (Fax)
License No. F-0669
www.moOmoc.conVamericns
2018 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
XX XX, XXXX
LETTING DATE:
XX XX, XXXX
DAVID C. WALLER, PE
PROJECT ENGINEER
JEFFREY R. COOKE, PE
PROJECT DESIGN ENGINEER
BRIAN KETNER
NCDOT CONTACT - DIVISION 7
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:

LCI
-DRI-
POT Sto. 10+00.00
lEGIN CONSTRUCTION
- POT Sta. 10+25.00
-DRI- PC Sto. 11+5/.36
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 8067 PG 717
L " DITC
SPEC. LATERAL 'V' DITCH
SEE DITCH DETAIL B /
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 7857 PG 945
y/ch N�
O/NT
PT Sto. /1+93.76
//
/
4,P.
_ T�GI(A) -__...
ONON� T Po -EARTH - - Bc 13 1
33.21' H nn ►� •"'
PO
15" RCP -III
" RCP -IV
TIME WARNER CABLE
SOUTHEAST LLC
DB 7403 PG 2638
PB 133 PG 34 RETAIN
DITCH DETAERMILSEE
23+00
XISTING R/
IS6W
- DRI- POT Sta. 12+17.98
- LRT- POC Sta.17+77.451
CLASS 'B' RIP RAP
EST. 3 TONS
10 SY GEOTEXTILE
LATERAL 2'
BASE DITCH
SEE DITCH
DETAIL A
1%r BEGIN
I JURISDICTIONAL
2m STREAM
PIEDMONT TRIAD
AIRI
DBRPORT 7857 AUTHOPG 945 TY
CUSS 'B' RIP RAP
ESTB TONS
EST.. 21 SY GEOTEXTILE
EST.CLASS 'B'TONS RIP RAP
B
EST. 21 SY GEOTEXTILE
RETAIN 15" RCP
4' REMOVE EX CB
15" RCP -IV LRT- PCC Sto. 15+04.1 '
RETAIN
11 `b 09'0P=930.30' -F.
24+00
ENDWALL
CHANNEL
IMPROVEMENT
SEE DETAIL N
BEGIN
JURISDICTIONAL
STREAM
-LRT- PCC Sta. 23+38.08
-LRT- PC Sto.13+49.12
RETAIN
11
40'BSTZ11u
II RETAIN--���
INV=913.95' +0
0_ P_. RJV=913.83'
_- �- EL CA8LE �y
TOE PROTECTLON-NSPSRI��B�Jo_se =ems BCVo
SEE DITCH DETAIL L
-LRT- PT Sta. 24+93.07
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 5042 PC 1643
27+00
STANDARD 2' BASE DITCH
W/CL B RIP RAP
SEE DITCH DETAIL K
SITE 1 - SEE ENLARGED
AREA SHEET 4A
BEGIN PROJECT HE-0005
-LRT- PC Sta. 11 + 85.00
GRAPHIC SCALE
PLAN VIEW
TOE PROTECTION
W/CL B RIP RAP
SEE DITCH DETAIL M
TIE TO
EXISTING
SWALE
CLASS 'B' RIP RAP
EST. 2 TONS
7 SY GEOTEXTILE
LATERAL 2' BASE DITCH
SEE DITCH DETAIL C
PI Sto 14+26.68 PI Sto 22+63.23
A = 5' 55' 12.4" (RT) A = /27' 25' 18.4" (RT)
D = 3' 49' I/O".D = /5' /6' 43.9°
L = /54.99' L = 833.97'
T = 77.56' T = 759.12'
R = 1,500.00' R = 375.00'
-LRT-
PI Sto 29+34.32
= /3° //' 54.5" (RT)
D = 3° 58' 43.9"
L = 331.7/'
T = 166.59'
R = 1,440.00'
Pls Sto /5+72.67
es = 731'21.9"
Ls = 250.09'
LT = 166.73'
ST = 83.37'
PI Sto 33+50.69
A = 19' 47' 41.7" (LT)
D = 3° 58' 43.9"
L = 497.50'
T = 25/25'
R = 1,440.00'
PI Ste 11+73.93
= 48' 35' 02.0" (RT)
D = 114° 35' 29.6"
L = 42.40'
T = 22.57'
R = 50.00'
PROJECT
REFERENCE NO.
HE-0005
kW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MOTT MAC SF 560. & E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
M 76 1 Purfoy Rd, Su. 115
F"quay-Vanna, NC ]7536
MOTT orv6LD 6.966 nmac.,,Moma,iws
BUFFER DRAWING
SHEET 2 OF 6
PROP.2'-6"
C&G
-LRT- PRC Sta. 30+99.44
P/ Sta 24+15.65
= 5' S5' 12.4" (RT )
D = 3° 49' 11.0"
L = 154.99'
T=77.56'
R = 1,500.00'
LEGEND
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
FOR -LRT- PROFILE SEE SHEET 11
FOR DITCH DETAILS, SEE SHEETS ? THRU ?

IS•
IEGIN COAISTR(ICTION
- POT St\\ l0`t25.00
-Dl l- PC' .Sta. /1+5/.36
a
• 1•
ss
-945'
1••
•
•
\\PIEDM'`1 AIRPORTO TRIAD
A ITY
oB 8067 PG 717
•
SPEC,LATERAL,'V' DITCH
SEE rDITQH DETAIF B
1
•
PIED%IONTRI8D
'6IRPOHT pYUTH9RITY
DB'7857 PG 945 ,r
4.
�Vr
Sto 11+^3.7.'
'4>/fr
/
=DRI PAT-9- /12+1/.'8,�
'-CLASS 'B' RIP -AP
ST3TO�
=9.2}8SY'GEOTES22)STILE ' Ir
' I NV. OIA
LATERAL 2'r'' ' I
BASE 017C1-1
- 2SEFr DITCH
-' /'DETAIL A
P•1
-LIf1T" I
CgLLAIi & `E
O, RCN CLI
924 \ -
16
c,�
c
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p_ \
46
TIME WARNER CABLE
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•
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�912.00 , \1
NEL 1
VEM,NT
ETAIL N
,n I BEGIN \I I
JURISDICTIONAL
i i , STREAM
1 1
-LRT -
Pl Sto 22+63.23
1' A = 5' 55' 12.4" (RT) A = /27' 25' 18.4" (RT)
D = 3' 49' 11.0" D = /5.16' 43.9°
9; L = /54.99' L = 833.97'
0
R = 1,500.00' R = 375.00'
= -LRT-
'TIE TO
EXISTING ,'-
SWALE
•
`, CLASS-,J ,12 RAP
'EST. 2 TONS
7 SY GEOTEXTILE-
\ INV OI--909. 1
L,6`,12ERAL 2' Wilt'
` SEE Mel; -iJRFAIL¢---
,
'tAIN ,' P'IR©JErT4-0,0i
-LR \IRG $t4. 1 # 85.00
` N
I I 1 \\\ ` 1 \\ p •` I
1 l I I 1 \\\ \ 1 1 \ 1
1
I I
100'
2
_1.0P92290 -
INV.=919.90
e
TOE PROTEL-PI N
` s";e .m^..m__' W,CL B RIP RAE--____
"" SEC DITCIi DETAIL -
_ _ _ . ,reesniiai�iiair ra-y%i%ice ••��%� .aa
-
STANDARD 2' BASE DITCH
-LRT-`PT `SYo. 24#9307 - SE JCCHH DETAIL
K
\DISJ
PI Sto 14+2668
0'
GRAPHIC SCALE
PI Sto 29+34.32
= /3° II' 54.5" (RT)
D = 3° 58' 43.9"
L = 331.7/'
T = 166.59'
R = 1,440.00'
-EL-
Pls Sto /5+72.67
es = P31'21.9"
Ls = 250.09'
LT = 166.73'
ST = 83.37'
I 1 1
I � 1
100'
PI Sto 33+50.69
A = /9' 47' 41.7" (LT)
D = 3° 58' 43.9"
L = 497.50'
T = 251.2'
R = 1,440.050'
-DRI -
PI Sto 11+73.93
p = 48' 35' 02.0" (RT)
D = 114' 35' 29.6" -
L = 42.40'
T = 22.57'
R = 50.00'
PI Sto 24+15.65
= 5*55'12.4"(RT
)
D = 3° 49' /1.0"
L = 154.99'
T = 77.56'
R = 1,500.00'
200' -
1- 1
MOTT MACDONALD I & E, LLC
LICENSE NO. F-0669
MOTT MAC SF 00. 8 E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
M RA 7621 Purl , Rd, Suds 115
F�V9"m „aring NC 27526
MncooNALO 0 ma s0mbm"riws
_________
LEGEND
Xorito
/
Ef
"Q 'J
/
O.
•Zi44/41
V �``-
h44/
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
F y"
FOR -LRT- PROFILE SEE SHEET 11
FOR DITCH DETAILS, SEE SHEETS ? THRU ?

PROJECT REFERENCE NO. SHEET NO.
HE-0005 4A
..� ♦..�.�.�• �.2.p?p.?Op coti!i!ioO�F��'i':_ ?%%®s�'�:'� DO®''i'��sIem - i .-.._. RET,
ENLARGED PLAN SITE 1
LEGEND
\\\\\\\'
\�\\\\\'
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
RAY SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPILIET]E PLANS
DO NOT USE FOR R®W ACQUISITION
MOTT MAC SF 40. 8 E, LLC MOTT MACDONALD 8 9' LLC
LICENSE NO. F-0669 LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
M 76 1 Purfoy Rd, Suite 115
m Tr Foquay-Varina, NC 27526
MACDONALD ww.v.monmac.coMamericos
BUFFER DRAWING
SHEET 4 OF 6
40' 0' 40' 80'
■ ■ ■ ■ ■
■ ■ ■ ■ ■
GRAPHIC SCALE

PROJECT REFERENCE NO.
HE-0005
SHEET NO.
4A
- _ --- t -- --__-- II ---------- - �_-= l_ '---��
t_=_- PR�SSIM T= G&G
-------- --- -�D-- — �L
— — - - ------------ L- G� / L _ [��
- _ - ' __----- ---- ;� L\ -- -- �iisssoas---- -------- -,__-------------------- ---------�1_-�__ --- -----ice.
cc����® oi0
e»"... "i i�Yo_��� �s�'i.:-��..� � _ � ----930-
-' .� . :_,��7.:5-i:®. ' � '�!a2��w. �. ------
' - __ '�a9> •ems ---
•�is �sss.
ENLARGED PLAN SITE 1
BEGIN
JURISDICTIONAL
STREAM
Ln
40'
LEGEND
\�\\\\\'
0'
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
40'
RAY SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPILIET]E PLANS
DO NOT USE FOR R®W ACQUISITION
MOTT MACDONALD & E, LLC
LICENSE NO. F-0669
m" MACDONALD 8 E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M
M 76 1 Purfoy Rd, Suite 115
MOTT Fogoay-Varina, NC 27526
MACDONALD www.monmac.coMomaricos
BUFFER DRAWING
SHEET 5 OF 6
80'
GRAPHIC SCALE

Revised
RIPARIAN
BUFFER IMPACTS SUMMARY
IMPACTS
BUFFER
REPLACEMENT
Site
No.
Station
(From/To)
Structure
Size /Type
TYPE
ALLOWABLE
MITIGABLE
ROAD
CROSSING
BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
1
-LRT- 21+62 TO 23+28 RT
54" RCP Outlet Extension
x
2566
3290
5856
TOTALS*:
2566
3290
5856
0
0
0
0
0
NOTES:
2018 Feb
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
Aug 1, 2022
GUILFORD COUNTY
HE-0005
WBS # 50338.1.1
SHEET 6 OF 6

09/08/99
Igs\Boom_hyd_permit_wet_tsh.dgn
PROJECT: HE-0005
See Sheet IA For Index of Sheets
See Sheet IB For Conventional Plan Sheet Symbols
L
OAKK,RIDGE
POP' 7,488
END
PRO ET
Piedmont Triad
International
Airport
BEGIN
PROJ E
C �I
AWOullford
GREENSBORO ,
CITY LIMITS
VICINITY MAP
BEGIN TIP PROJECT HE-0005
-LRT- STA. 11 + 85.00
N
--------
ATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
-LRT-
SR 1695
REGIONAL RD.
A PORTION OF THIS PROJECT IS WITHIN THE GREENSBORO MUNICIP ''>.:OUNDARIES
\\
CLEARING ON THIS PROJECT WILL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD -LRT- STA. 33+76.97
LOCATION: ACCESS IMPROVEMENTS FOR BOOM FACILITY
ALONG INTERSTATE 73 ON THE NORTH SIDE
OF PIEDMONT TRIAD INTERNATIONAL AIRPORT
TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURES,
SIGNING, CULVERTS, AND RETAINING WALLS
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN BRIDGE
—Y1— STA.11+54.44
GREENSBORO CITY LIMITS-
-Y1— S
END BR
A. 13+4
—LRT— STA. 35 +
BEGIN BRIDGE
THIS IS A PARTIAL CONTROLLED -ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS SHOWN ON THE PLANS
3
END TIP PROJECT HE-0005
-LRT- STA. 86 + 41.93
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
HE-0005
1
STATE PROM. NO.
F. A. PROM. NO.
DESCRIPTION
50338.1.1
PE
50338.2.1
PM
50338.2.2
UTIL
50338.3.1
CONST
PERMIT DRAWING
SHEET 1 OF 6IP
I
-7,..\\aa
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
J
GRAPHIC SCALES
5iii511°
50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
11I11 \�
PROFILE (VERTICAL)
DESIGN DATA
ADT 2022
ADT 2042
K
D
T
V
= X
X
= X %
= X %
X % *
40 MPH
* TTST =X DUAL X
FUNC CLASS =
MINOR COLLECTOR
REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT HE-0005 = 1.385 MILES
LENGTH STRUCTURES TIP PROJECT HE-0005 = 0.027 MILES
TOTAL LENGTH OF TIP PROJECT HE-0005 = 1.412 MILES
PROJECT LENGTHS BASED ON —LRT— ALIGNMENT.
MOTT M
MACDONALD
Prepared in the Office of:
7621 Purley Rd., Suite 115
Fuyuay-Vorino, NC 27526
[phone]
[phone] (Fax)
License No. F-0669
www.moOmoc.conVamericns
2018 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
XX XX, XXXX
LETTING DATE:
XX XX, XXXX
DAVID C. WALLER, PE
PROJECT ENGINEER
JEFFREY R. COOKE, PE
PROJECT DESIGN ENGINEER
BRIAN KETNER
NCDOT CONTACT - DIVISION 7
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:

-D
m
0
NO WETLAND AND SURFACE WATER IMPACTS
-DRI-
POT Sto. 10+00.00
lEGIN CONSTRUCTION
POT Sta. 10+25.00
-DRI- PC Sta. 11+5/.36
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 8067 PG 717
SPEC. LATERAL 'V' DITCH
SEE DITCH DETAIL B /
PIEDMONT TRIAD_/6:
AIRPORT AUTHORIY
DB 7857 PG 945Py/ch
O/Nr
PT Sto. 11+93.76 /
/
L " DITC
2GI y FOE
_ _ _ - - Eo- �2GI)A)-
oNONT t Po EARTH BERM, SEE - - - -
DITCH DETAIL
PO
15" RCP -III
" RCP -IV
ISBW
XISTING R/
/( ROCK PLATTING
- DRI- POT Sta. 12+17.98
- LRT- POC Sta.17+77.451
CLASS 'B' RIP RAP
EST. 3 TONS
10 SY GEOTEXTILE
LATERAL 2'
BASE DITCH
SEE DITCH
DETAIL A
/01
1%/
I JURISDICTIONAL
BEGIN
�m STREAM
RETAIN <t.'
TIME SOUTHEAST LLC
WARNER CABLE
DB 7403 PC 2638
PB 133 PC 34 RETAIN
PIEDMONT TRIAD
AIDBRPORT AUTHORITY
7857 PG 945
CUSS 'B' RIP RAP
EST. B TONS
EST. 21 SY GEOTEXTILE
EST.CLASS TO'B' NS RIP RAP
B
EST. 21 SY GEOTEXTILE
RETAIN
1b1 oo
OIECTION WiPSRM
48. EXPRESSWAY C&G �������
.. __ RETAIN
23+00
RETAIN 15" C
4' REMOVE EXX CB
15" RCP -IV LRT- PCC Sto. 15+04.1
24+00
ENDWALL
CHANNEL
IMPROVEMENT
SEE DETAIL N
BEGIN
JURISDICTIONAL
STREAM
CABLE
RETAI= NE
+1� 7._P.,R,0,.T.ECTION-WP-SRM-__
SEECH DETAIL L
-LRT- PCC Sta. 23+38.08
-LRT- PC Sto.13+49.12
RETAIN
-LRT- PT Sta. 24+93.07
PIEDMONT TRIAD
AIDBRPORT5042 AUTHORITYPC1643
27+00
STANDARD 2' BASE DITCH
W/CL B RIP RAP
SEE DITCH DETAIL K
SITE 1 - SEE ENLARGED
AREA SHEET 4A
BEGIN PROJECT HE-0005
-LRT- PC Sta. 11 + 85.00
GRAPHIC SCALE
PLAN VIEW
TOE PROTECTION
W/CL B RIP RAP
SEE DITCH DETAIL M
TIE TO
EXISTING
SWALE
CLASS 'B' RIP RAP
EST. 2 TONS
7 SY GEOTEXTILE
LATERAL 2' BASE DITCH
SEE DITCH DETAIL C
PI Sto 14+26.68 PI Sto 22+63.23
A = 5' 55' 12.4" (RT) A = /27' 25' 18.4" (RT)
D = 3' 49' 11.0" D = /5' /6' 43.9°
L = /54.99' L = 833.97'
T = 77.56' T = 759.12'
R = 1,500.00' R = 375.00'
-LRT-
PI Sto 29+34.32
A = /3° //' 54.5" (RT)
D = 3° 58' 43.9"
L = 331.7/'
T = 166.59'
R = 1,440.00'
Pls Sto /5+72.67
es = P31'21.9"
Ls = 250.09'
LT = 166.73'
ST = 83.37'
PI Sto 33+50.69
A = 19' 47' 41.7" (LT)
D = 3° 58' 43.9"
L = 497.50'
T = 25/25'
R = 1,440.00'
PI Sta 11+73.93
A = 48' 35' 02.0" (RT)
D = 114° 35' 29.6"
L = 42.40'
T = 22.57'
R = 50.00'
PROJECT
REFERENCE NO.
HE-0005
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MOTT MAC SF 40. & 9' LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
M 76 1 Purfoy Rd, Suite 115
Fuquay-Vann,, NC 27526
MACo0NALD ww.v.monmac.. ,*n.,, ,
PERMIT DRAWING
SHEET 2 OF 6
PROPZ-6"
C&G
-LRT- PRC Sta. 30+99.44
P/ Sto 24+15.65
A = 5'55'12.4"(RT)
L = 154.'
D
T=77.5699'
R=1,500.00'
FOR -LRT- PROFILE SEE SHEET 11
FOR DITCH DETAILS, SEE SHEETS ? THRU ?

PROJECT REFERENCE NO. SHEET NO.
HE-0005 4A
03
oL
LLI
LLI
Q J
o?CO64 CO CO
■
NO WETLAND AND SURFACE WATER IMPACTS
\ \
\\
—
_----TFo-- \2G1(A)
ROCK PLATTING
STA. 22+00 — 23+00 LT.
iii�a� v,'!2?6.:®®i!i.!:t:a:®C�®:aiis��i'i�"-!i'i'��� s.a a
ENLARGED PLAN SITE 1
ENDWALL
CHANNEL
IMPROVEMENT
SEE DETAIL N
BEGIN
JURISDICTIONAL
STREAM
RAY SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPILIET]E PLANS
DO NOT USE FOR R®W ACQUISITION
MOTT MACDONALD & E, LLC
LICENSE NO. F-0669
MOTT MACDONALD 8 E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M
M 76 1 Furfoy Rd, Su. 115
Fuquay-Norma, NC ]75]6
MACDDNALD weeve.monmoc.convbmericas
PERMIT DRAWING
SHEET 3 OF 6
40' 0' 40' 80'
■ ■ ■ ■ ■
■ ■ ■ ■ ■
GRAPHIC SCALE

PROJECT REFERENCE NO.
et_psh_05.dgn
410,
SPEC. LATERAL 4' BASE DITCH
W,PSRM
SEE DITCH DETAIL H
SPEC. LATERAL 4' BASE DITCH
SEE DITCH DETAIL J
T's tt`�i•PR&� ..
GUARDRAI
PROP.2'-6" "1
C&G
RIPRAP
-LLT -
PROP.2'-6"
-
C&G _-
PIII INV=903.9'
------------------ N DI -
-i Fo-
BST
N
co
A
Z
CREST
-LLT- STA. 34+78.78
ELEV. 931.42
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 8304 PG 2780
- SPEC. LATERAL 2' BASE DITCH 3.36 7.70
SEE DITCH DETAIL F
-LLT - PRC Sta. 33+ 9°38
E
E
X x x_X X X X
_ --_-_
-
CLASS 'RIP-RAP-1 PIKE �Ai F r \
-ES175 TONS F CLASS 'B' RIP RAP
EST.14 BY GEOTEXTILE EST. 2 TONS
=909.35' EST. 7 SY GEOTEXTILE
PROP. RETAINING WALL
-
11
V903 7Y - - - p _ _ Ste-
RETAIN-
X. II aE6mN-T ECwNST-RAT-IL7L� - x T
2DfOR/Eo=
L o FLY II _ IL ---POE . -R
- 5+4_0�
JRETAIN 19+00_ _T PP=908.W
- 11
INV=903.38' ' OIINV 902.99
RETAIN
/=3 SBL JOSEPH Al BRYAN BLVD qD%BST-
71-2 SCRUB 24
7Y
SITE 2 - SEE ENLARGED
AREA SHEET 5A
INV=895,83
PROP.2'-6"
C&G
RETAIN
-LRT- Sta. 34+48.7/
PLAN VIEW
-EL-
PI Sto 23+34.94
A = /6° 25' 18.4" (LT)
D = r /3' 03.9"
L = 1,348.52' wP
T = 678.9/' ( \/
R = 4,705.00' a �\
n
BLH4
SKEW = 90'38'17"
-SPEC-x2=BASE-D1
ELEV. 905.0 MTL
SEE DITCH DETAIL F
TIE TO EX.
GUARDRAIL
NO WETLAND AND SURFACE WATER IMPACTS
SPEC. LATERAL 2' BASE DITCH
SEE DITCH DETAIL F
-LLT- PT Sta. 35+65.07
N �
36+00
15 RC
SPEC. LATERAL 2' BASE DITCH
W/CLASS 'B' RIP RAP
SEE DITCH DETAIL K
\1
RIPRAP
-Y/- Pr Sta.10+00.00
-LLT- PO Sta.36+35.12
E
RIP AP
E
E -LLT- PC St
Pt Sta 34+77.50
= 1r 02' 57.8" (RT)
D=6°I7'21.6"
L = 175.68'
T = 88.12'
R = 911.00'
Pt Sta 39+16.75
A = 3° 43' 09.0" (RT.
D = 2°l7' 30.6°
L = 162.28'
T = 81.17'
R = 2,500.00'
-LLT- PT Sta. 39+97.86 PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 8304 PG 2780
----���� -C PB 130 PG 95
-.,r„ FE /
°"•��� sE / TOEAPROTECTION
'�"��iroomii�::::;;!!�'u,'�LLi L B RIP RAP
L,,.,,,, mop , ,,,� :E PITCH DETAIL M
-----' "`"•F-` Lu,Fuiiini,ir,n��iiiiy F� �, C
�i-
TOE PROTECTION
�___ WKLB RIP RLP� Fu+�11 .BW
E- PROTE DETAIL
- ni unnnn Su
x X X X x X -nin:m
,,�uum.i:i(�Yu � F p
/ r R S 'B' RIP RAP
I EST 3 TONS
CLASS 'ONS RAP 5j1 RETAIN EST. 10 SY GEOTEXTI
EST. z r Ns =ND CONSTRUCTION
EST. 5 Sl� GEOT _ 8 6q - OF=913.56 -EL- POC Sto- 27+17.71
CB
INV-908.47' UII RETAIN
\ 24' RCP _
OP=895.71' � ��RETA N
0.6 •' DIC'•.: GREU TL-3 -
8-77 INV=890.58' -
15" RCP -III _B9mLL9BIT 0. -
p_ - - - - 2GI -RETAIN --------
-- FL= --3
+28.70
-LLT-
PI Sto 30+42.95
A = 4r 10' 27.8" (LT)
D = 5' 40' 22.3"
L = 725.8/'
T = 379.38'
R = 1,0/0.00'
38+35.58
+1.29 -5.85
-Yl- POT Sto. /5+36.56
-LRT - POT Sto. 37+20.95
-LRT-
LBOWS
-LLT -
HE-0005
SHEET NO.
5
RAY SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLE TE PLANS
DO NOT USE FOR R/w ACQUISITION
MOTT MAC SF 60. & E, LLC MOTs MAC SF 80. 8 E, LLC
LICENSE NO. F-G669 LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
M 76 1 Pudoy Rd, Suite 115
MOTT FFoq -noon,,NC 27526
MACDONALD ma.ombmeriws
-s-m-g@Y1L4 1n
15" RCP -IV
PROP-2' S6"
EETER C&G 78.
__SEE
-FALSE-SOW
_
SEE DIL M _ _-;;T 8LV0 52 BSi
- - - - - - - - TOP=BII N=L ETAJOSEP���
290)0376.13' NC
x X-
PERMIT DRAWING
SHEET 4 OF 6
C
------- 124i91 00
FALSE SUMP TVP
2:1 /2:1
SEE€ DETAIL II
M
RCP -IV
4CCTV 5s 28+00 INV=876.TT II RETAIN
52'BST
24+00__--iPW=B 7.42' D sE 0- JOS=M BM��
TOP �B TP,IN CABLE 1-17
PU/547°9�- ���
PUC 523+3884 �L------ _ _------ II
--- INV=877.48'
----------- TOP=881.31'
MTL we. REMOVE
TYPE B-77
\JB
F�
24" RCP -II TO
PI Sto 33+50.69 PI Sto 42+52.42
A = /9' 47' 41.7" (LTI A = 34° 55' 25.6" (LT)
D = 3' 58' 43.9" D = 3° 58' 43.9"
L = 497.50' L = 877.73'
T = 25/25' T = 452.98'
R = 1,440.00' R = 1,440.00'
TIE TO EX.
GUARDRAIL
PROP. RETAINING WALL
LATERAL V DITCH
SEE DITCH DETAIL E
X./8'WW
LATERAL 2' BASE DTCH..,
W,CLASS 'B' RIP RAP
SEE DITCH DETAIL D
LATERAL 2' BASE DITCH
SEE DITCH DETAIL A
X X
O
CLASS
EST. 2
EST. 7
�XW
B' RIP RAP
ONS
Y GEOTEXTILE
15" W/ELB
WS
GREU TL-2
F
-LRT- PC Sto.37+99.45
100'
PIEDMONT TRIAD
AIRPORT AUTHORITY
nR an42 PG 1643
0'
100'
200'
GRAPHIC SCALE
-EL- PT Sta.30+04 5
8)
x
P. -6"
C&G
PROP.2'-6"
C&G
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 8304 PG 2780
PB 130 PG 95
x
0
d
70
FOR -LRT- PROFILE SEE SHEET 11 & 12
FOR -LLT- PROFILE SEE SHEET 14 & 15
FOR -Y1- PROFILE SEE SHEET 15
FOR DITCH DETAILS, SEE SHEETS ? THRU ?
i

PROJECT REFERENCE NO.
HE-0005
SHEET NO.
5A
c
NO WETLAND AND SURFACE WATER IMPACTS
3O%-1TO
ELEV. 905.0 MIL
SEE DITCH DETAIL F
TIE 10 EX.
GUARDRAIL
ENLARGED PLAN SITE 1
4 0' 0'
■ • • • .
GRAPHIC SCALE
RAY SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
mOTT MAC SF 60. & E, LLC
LICENSE NO. F-0669
MOTT MAC SF 60. 8 E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M
M 76 1 Purfoy Rd,Suit, 115
MOTT FF q - rinc, NC ]1536
mncoorvnLo ma. ombmariws
PERMIT DRAWING
SHEET 5 OF 6
40'
80'
FOR —LRT— PROFILE SEE SHEET 11 & 12
FOR —LLT— PROFILE SEE SHEET 14 & 15
FOR —Y1— PROFILE SEE SHEET 15
FOR DITCH DETAILS, SEE SHEETS ? THRU ?

Revised
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS
SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-LRT- Sta 22+50 RT
54" RCP Outlet Extension
---
---
---
---
2
-LRT Sta 32+50 - 33+42 LT
Embankment
---
---
---
---
---
2
-LRT Sta 33+85 - 35+07
Bridge
---
---
---
---
TOTALS*
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
*Rounded totals are sum of actual impacts
NOTES:
SITE 1 & 2 - NO WETLAND OR SURFACE WATER IMPACTS
2018 Feb
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
AUGUST 1, 2022
GUILFORD COUNTY
HE-0005
WBS #50338.1.1
SHEET 6 OF 6