20151065 Ver 2_HE-0005_HYD_Buffer_Impact_Drawings (1)_20220830

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
i BST � ?\
-\�
v
p_ \
46
TIME WARNER CABLE
SOUTHEASLtUC
DB7403 B6 2638
PB,1133'PG 34 RETAIN;
•
,_076-� j 5&`
•
\.
--S�I+v"g3R P
E
•
•
•
LL ,•
�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