20211018 Ver 1_I-5972_Permit Drawings_BUFFER_20210602_20210621

-RPA-
-L-
-RPA-
-L-
TO US 70
(SR 1007)
TO BROGDEN RD. TO
RALE
IGH
-Y1- Sta. 37+94.08
END BRIDGE
ENGLISH
ENGLISH
SITE 4B
SITE 4A
SHEET 1 OF 5
BUFFER DRAWING
7
4
98 6
5
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
09/08/996/1/2021R:\Hydraulics\PERMITS_Environmental\Drawings\I5972_Hyd_tsh_BUFFER .dgnFkeys0
0
0
PROFILE (HORIZONTAL)
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
50 25 50 100
50 25 50 100
10 5 10
TYPE OF WORK:
LOCATION:
50 MPH
4 % *
55 %
8 %
17,600
13,600
* ( TTST 1% + DUALS 3%)NAD 83/ 95
PROJECT LENGTH
SIGNATURE:
SIGNATURE:
P.E.
P.E.
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NANC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27609
900 RIDGEFIELD DRIVE, SUITE 350
RUMMEL, KLEPPER & KAHL, LLP
DEPARTMENT OF TRANSPORTATION
FOR NORTH CAROLINA
PREPARED IN THE OFFICE OF:
NCDOT CONTACT:
B. KEITH SKINNER, P.E.
LETTING DATE:
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA

RIGHT OF WAY DATE:CONTRACT: C20399150
V =
T =
D =
K =
ADT 2040 =
ADT 2017 =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
N.T.S.VICINITY MAP
JOHNSTON COUNTY
-RPD-
-Y2--RPA--RPC--RPB-
GRADING, DRAINAGE, PAVING, BRIDGE,
I-5972
TIP PROJECT: I-5972CITY LIMITS
SMITHFIELD
TOWN OF
Begin Project
End Project
70
BUS
70
BUS
301
301
70
70
BYP
95
College Rd. (SR 2560)Mal
l
ard Rd.
(SR 2507)Stevens Sausage Rd. (SR 2508)Yelverton Church Rd. (SR 2508)Br
o
g
d
e
n Rd. (SR
1
0
0
7
)
Outlet Center Dr.
E Peedin Rd. (SR 2403)
SMITHFIELD
MICHAEL T. MERRITT, P.E.
M
ARKET ST.
-Y1- US-70 BUS-L-
I-95
-L-MALLARD RD.
-Y1- Sta. 35+83.00
BEGIN BRIDGE
-Y2- Sta. 10+10.00
BEGIN CONSTRUCTION
D
A
B
C
SIGNING AND SIGNALS
RUSSELL BROADWELL, P.E.
-L- Sta. 27+94.86
BEGIN CONSTRUCTION
-L- Sta. 82+40.82
END CONSTRUCTION
44989.1.1
95
FROM OUTLET CENTER DR. TO WEST OF YELVERTON GROVE RD.
CITY LIMITS
SMITHFIELD
TOW N OF
OUTLET CENTER DRIVE
LENGTH OF STRUCTURE PROJECT I-5972.......................0.038 mi
* LENGTH OF ROADWAY PROJECT I-5972........................0.628 mi
* BASED ON -Y1-
TOTAL LENGTH OF PROJECT I-5972...............................0.667 mi
MALLARD RD.
NHP-0095(045)PE
R/W, UTILITIES
CONST.
NHP-0095(045)
NHP-0095(045)
44989.2.1
44989.3.1
I-95
I-95 AND US-70 BUSINESS, (E. MARKET STREET), EXIT 95 INTERCHANGE
ARTERIAL
FUNC. CLASS =MINOR
PROJECT ENGINEER
DIVISION 4
-Y1- Sta. 21+33.00
BEGIN PROJECT I-5972
BEGIN CONSTRUCTION
-Y1- Sta. 56+50.00
END PROJECT I-5972
END CONSTRUCTION
CITY LIMITS
SMITHFIELD
TOWN OF
2018 STANDARD SPECIFICATIONS
-Y3- Sta. 23+91.75
END CONSTRUCTION/OVERLAY
- PROPOSED SIGNALS
-Y3- Sta. 13+50.00
BEGIN CONSTRUCTION/OVERLAY
December 14, 2021
1. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
NOTE:
-L-
-Y1-
-RPB--RPA-EXIST. R/W+87.00FENCEOF WW
END RELOCATION
EXIST. R/W+50.41FENCEOF WW
BEGIN RELOCATION 75'+30.00FENCEWW
-L-
-Y1-
-RPB-
-RPA-
EXIST. R/W+87.00FENCEOF WWEND RELOCATION
EXIST. R/W+50.41FENCEOF WWBEGIN RELOCATION 75'+30.00FENCEWW
BUFFER IMPACTS
CA
MERA
CAMERA48" W/W
48" W/W
SBSTBSTBST24" C&G24" C&GBSTS
48" W/W48" W/
W
48" W/W
MT
L
M
TLSS
RIP-RAP SWOODS
WOODS
WOODS
WOODS
W
O
O
DSWOODS
MTL
MTL
48" W/W48" W/W
1S
B
L
K
B
US
1SBLK BUS24" C&G24" C
&G5' CONC5' CONC 27' BST50' BST
CONC
1SBLK BUS
CONCCONCBST
45' BS
T3
6" MTLS
S
19' BSTBLKI
SBLK BUSCARPORTCONC24" C&G72" VINYL4' CONC48" VIN
YL48" VINYLS
PL
AY
GR
OU
NDWOO
DS
S
48" W/W
48" W/
W
48" W/W
CONC6" CURB6" CURB
6" CURB6" CURB6" CURB
6" CURB6" CURB
6" CURB6" CURB
4' CONC
7
2" CHLBS
T2
1' BS
TS
6" CURBCONC ISLCONCP
ORTCAR-5' CONC2SBLK BUS2SBLK BUS1SBLK BUS
2
S
BLK BUS
30
" C&G
30
" C&G
16' BST
30" C&G
30" C&G
84"
C
H
L
84" CHLMTLMT
LMT
L
MTL
MTL MTL
MTLMTL
MTL
MTL
MTL
MTL
MTL
MTL MTL
MTL
24" C&G
CONC
9
6" CHLS
S LP TANKCONCGR10' GR 10' GRS
BST
BS
T
BST
6" CURBCONC
CONCCONC4' CONC
CONCCONC3
6
" BLKCANOP
YMTL6" CURB
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
C
O
N
C
C
O
N
C S EQUITY DR VAR BSTBS
T
C
O
NC ISL
ISL
C
O
NC CONC ISL
C
O
NC ISL
CONC ISL
C
O
N
C ISLCONC IS
L
CONC ISL
ISL
C
O
N
C CONC I
SLISLCONC CONC ISL
36" C
&
G
36" C
&
G
36" C
&
G
36" C
&
G 30" C&G30" C&G30
" C&G30" C&G3
0" C&G30" C&G3
0" C&G3
0" C&G3
0" C&G3
0" C&GON RAMP TO I-95
ON RAMP TO I-95
4
8
" CONC4
8
" CONCMWFULL OF SEWAGETOP=147.33'
S
8" PVC
10" DIP10" DIP10" PVC10" PVC10" PVC8"
P
VC6" P
VC6" PVC
6" PVC10" PVC10" OUT=139.67'
10" IN=139.70'
TOP=148.75'
10" OUT=139.48'
10" IN=139.56'
TOP=148.24'.
10" OUT=138.62'
10" IN=138.72'
8" IN=138.82'
TOP=150.47'
CAMERA
GR
48" W/W
48" W/W
CONC10" OUT=140.34'
10" IN=140.44'
TOP=147.08'
10" OUT=140.80'
8" IN=141.29'
6" IN=141.89'
TOP=148.69'
GAZEBO
WD
8" OUT=142.15'
8" IN=142.19'
6" IN=142.40'-S
6" IN=142.55'-N
TOP=148.19'
LT
S
S
SFULL OF SEWAGE
TOP=148.72'
CONC
S
S
SSS
S
WOODS
BST
BST
BST
1SF BUS
CONC
FULL OF SEWAGE
TOP=147.38'
GREASE TRAP
BST
BST
FULL OF SEWAGE
TOP=147.66'
CONC
8" OUT=142.67'
8" IN=142.72'
6" IN=142.77'
TOP=147.47'S
BK
8" PVCB
S
T RI
P-RAPRIP-RAP2
4" C&G2
4" C&GRI
P-RAPRI
P-RAP6" PVC24" BLK
TCTTTTVAULTS HHHHHHEM EM EM THHCTTHHHHHHTTTTHHHHHHHHHHHHELEC BOXCVAULTEND OF
SI
GNALS
S
S
S
S
S
STS2" STEEL2" STEEL2" PLASTI
C2 " PLASTIC
2" PLASTIC4 " P L AS T IC
2" PLASTIC2" PLASTI
CIRONTS-LPCAB"23
9
8"
"70
ER15"
"7
0
E2
NNR3"
CAB CABBOOSTERB
OOS
TER6" IRON6" IRON6" IRON6" IRON
6" IRON
6" IR
ON
6" IRON
6
" I
RON6" IRON6" I
RON8" IRON
8" IRON
8" IR
O
N
8" IRON
MOTAPARTHY PROPERTIES, LLC
REBECCA L. GUIN50' WETLAND EASEMENTAGREEMENTCROSS ACCESSPB 57 PG 466
10' X 70' S.D.
SIGN
EASEMENT
PB 75 PG 156
5' PO
WER EASE
ME
NT
20' ACCESS EASEMENT
24' ACCESS & UTILITY EASE
MENT 10' DRAINAGE & UTILITY EASEMENT10' DRAI
NAGE & UTI
LI
TY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT
20' DR
AIN
AGE
&
UTILITY EASE
ME
NT
20' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT20' DRAINAGE & UTILITY EASE
MENT
DB 1552 PG 813
DB 1745 PG 673
DB 1105 PG 30
DB 5194 PG 95
DB 2444 PG 534
PB 50 PG 419-420
20' SEWER EASEMENT 20' WATER EASEMENTDRAI
NAGE EAS
E
MENT;;
;
20' UTILITY EASEMENT
20' UTILITY EASEMENT R/W MONEIP
EIP
R/
W MON
R/W
MON
EIP
EIP
EIP
EIPEIPEIPEIP
EIP EIP
EIP
EIP
EIP
EIP
R/W MON
R/W MON
EIP
EIP
NAIL
DB 5305 PG 598
PB 88 PG 277
SHRI SAIBABA, LLC
DB 3632 PG 843
MARK S. RYAN
DB 1948 PG 608
;
;
;;
R/W MON
ECM
R/W MON
R/W MON
;
R/W MON
R/W MON
EIP
EIPEIP
R/W MON
EIP
EIP
EIP
I
N
R/WEIP 0.25'
R/W MON
R/W MON
EIP
EIP
EIP
EIPEIPEIPEPKEIPEIPEIPR/W MONR/W MONSI
GN EASEMENT10' DRAI
NAGE & UTI
LI
TY EASEMENTR/W MONGAZEBO
WD
B
EIP
E
XIS
TIN
G
R/W150.00'
E
XISTIN
G
R/WE
XIS
TIN
G
R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W R/W MONOUTLET CENTER DR VAR PAVED ROADWAYE
XIT
R
AMP
T
O US 70
B
US VAR P
AVE
D ROADWAYEXI
T RAMP TO US
7
0 BUS 21' PAVED ROADWAYMALLARD RD VAR PAVED ROADWAYRAMP TO I 95 20' PAVED ROADWAY
RAMP TO US 70 BUS 20' PAVED ROADWAY
U
S 70
B
U
S 34' P
A
V
E
D
R
O
AD
WA
Y
US 70 B
US
V
AR P
A
VE
D R
O
A
D
WA
Y
US 70 B
US/E MAR
KET ST
V
AR P
A
VE
D
R
OAD
WA
Y N EQUITY DR VAR PAVED ROADWAYVENTURE DR VAR PAVED ROADWAY20' PAVED ROADWAY
ON RAMP TO I-95 21' PAVED ROADWAY
I-95 SBL 39' PAVED ROADWAY
I-95 NBL 39' PAVED ROADWAY
I-95 SBL 38' PAVED ROADWAY
I-95 NBL 39' PAVED ROADWAY
21' PAVED ROADWAY OUTLET CENTER DR VAR PAVED ROADWAYDB 1745 PG 673
REBECCA L. GUIN
SMITHFIELD HOTEL INVESTORS LLC
DB 5265 PG 549
PB 86 PG 6
ROSELLE BUILDING CO. INC
AMBA MATA, LLC
DB 5201 PG 802
907 VENTURE DR, LLC
DB 5185 PG 371
OLD BROGDEN FARMS II, LLC
PB 84 PG 451
DB 5203 PG 650
198 MALLARD INC.
DB 5178 PG 843
OLD BROGDEN FARMS, LLC
DB 5265 PG 549
PB 86 PG 6
BUILDING CO. INC
ROSELLE
SMITH NC POOH, LLC
DB 5254 PG 565
PB 86 PG 6
PB 75 PG 156
DB 2444 PG 534
PROPERTIES, LLC
MOTAPARTHY
PARTNERSHIP
DANBAR LIMITED
CONC.GREAS
E TRAP
S
CONC.
CONC.
30"C & G
CONC.30"C&G
BST
L
T.
v
vvv36" RCP
WD15" RCPCONC
CONC
WD
15"
R
C
P
C
O
N
C
BRID
GE
N
O. 66
COLUMNS
BRIDGE
COLUMNS
BRIDGE
COLUMNS
BRIDGE
15" RCP15" RCP24" RCP18" RCP18" RCP
CONC
30" RCP18"
R
CP
CONC
4
2
" RCP12" CMP15" RCP15" RCP18" R
CP
TOP
=14
8.05'DI
I
NV=143.93'
3 0 " RCP15" R
CP
15" RCP 15" RCP15" RCP
15 " RCP12" OUT=146.6
2'12" CMP15" RCP15" RCP15"
R
C
P
I
NV=14
5.16'
I
NV=146.36'
I
NV=14
6.4
8'
15" RCP
18" RCP
CONC
CONC
CONC 18" RCP24" RCP 24" RCP2
4" RCP18" CMP
18" CMP
18" CMP
18" CMP
18" RCP 15" RCP15" RCP
15" RCP15" RCP15" RCP15" RCP15" RCP
15" RCP4
2
" RCP 18" R
C
P18" RCP
4
2
" RCP
4
2"
R
C
P
4
2
" RCP
15" RCP15" RCP3 6 " RCP
15" RCP15" RCPINV=143.74'
TOP=149.95'
24" RCP INV=144.31'
INV=143.75'
INV=143.85'
DI
INV=144.43'
TOP=147.29'
15" OUT=145.19'
INV=144.79'
DI
TOP=149.46'
15" OUT=146.23'
15" IN=145.56'
15" OUT=145.54'
DI
TOP=148.23'
INV=145.43'
INV=147.06'
INV=145.47'
INV=146.28'
18" OUT=167.05'
TOP=169.72'18" OUT=166.72'
TOP=169.53'DIDI
DI
DI
INV=144.82'
DI
TOP=148.97'
18" IN=144.88'
18" OUT=144.82'
CONC
INV=144.25'
INV=143.89'
INV=144.95'
TOP=169.65'
18" OUT=167.05'TOP=169.68'
18" OUT=166.91'
INV=145.04'
INV=144.25'
IN=145.16'
INV=145.32'
DI
TOP=148.93'
24" IN=144.95'
15" IN=145.11'
30" OUT=144.88'
INV=145.50'
DI
TOP=149.06'
15" IN=145.92'
15" OUT=145.83'
DI
TOP=147.95'
15" OUT=145.74'
DI
TOP=147.65'
15" IN=145.62'
15" OUT=145.39'
DI
TOP=148.17'
15" OUT=146.31'
INV=145.70'
INV=145.58'
INV=142.90'
DI
42" OUT=143.41'
42" IN=143.46'
TOP=146.81'
INV=144.46'
INV=145.34'
DI
TOP=148.05'
12" OUT=145.74'
DI
C/L INV=143.29'
TOP=146.79'
42" OUT=143.31'
42" IN=143.36'
18" IN=144.18'
TOP=146.78'
DI
INV=142.30'
INV=141.71'
INV=141.75'INV=141.40'
INV=141.89'
POSSIBLE JB
INV=143.02'
INV=143.39'
INV=143.31'
INV=144.05'
INV=144.90'
DI
TOP=147.13'
15" IN=145.02'
15" OUT=144.95'
CONC18" OUT=142.37'
15" IN=142.77'
TOP=145.87'
DI
INV=143.36'
IN
V
=143.31'
DI
15" OUT=142.46'
15" IN=143.11'
TOP=146.34'
DI15" OUT=143.30'
15" IN=143.39'
TOP=146.70'
INV=145.16'
INV=145.77'
INV=145.61'
TOP=146.95'
15" IN=144.83'
15" OUT=144.74'
DI
INV=141.28'
INV=141.75'18" RCP18" R
C
P
POSSIBLE JB
DI
T
O
P
=148.66'
15" I
N
=145.02'
15"
O
U
T
=144.83'
I
N
V
=144.11'
IN
V=146.87'
24" OUT=146.80'24" IN=146.90'TOP=151.70'INV=146.48'CB
IN
V=146.26'
I
NV=14
5.5
3'CONCI
NV=14
5.
7
9'
2
4" OUT=14
5.
8
8'
2
4" I
N=14
5.9
8'TOP=14
9.6
8'CB2
4" OUT=14
6.3
2'
2
4" I
N=14
6.3
7'TOP=15
0.5
2'CBI
NV=14
6.5
3'
3' CONCI
NV=14
7.
7
4'
I
NV=14
8.0
3'
3' CONCRCP15"15" OUT=14
7.9
0'
15" I
N=14
7.9
5'TOP=15
1.2
0'
15" OUT=14
8.3
5'
15" I
N=14
8.4
0'TOP=15
0.
7
0'
15" OUT=14
8.
3
0'
15" I
N=14
8.
3
2'TOP=15
0.7
2'
15" OUT=14
7.7
7'
15" I
N=14
7.8
2'TOP=15
1.0
7'
15" OUT=14
9.3
1'
15" I
N=14
9.3
6'TOP=15
1.3
6'
15" OUT=14
9.5
6'TOP=15
2.3
6'
15" OUT=14
8.
5
0'
15" I
N=14
8.5
5'TOP=15
1.
4
5'
15" OUT=14
9.
6
6'TOP=15
1.5
6'15" OUT=14
8.3
2'
15" I
N=14
8.3
7'TOP=15
0.
8
2'
15" OUT=14
7.9
9
15" I
N=14
8.0
9'-W15" I
N=14
8.14'-ETOP=15
0.6
9'CBCB15" OUT=14
8.
6
3'TOP=15
1.0
3'CBCBCBCBCBUNKENDCONC
CONCCONC
CONCCONC
64.8'131.9'123.4'I
NV=14
7.70'
15" OUT=14
7.5
3'
15" I
N=147.58'-E15" I
N=14
7.5
8'-NTOP
=15
0.68'CB18" OUT=14
7.5
0'-E18" OUT=147.7
0'-N15" I
N=147.70'-W15" I
N=14
7.60'-
STOP
=150.5
0'CB18" RCP
18" RCP18" RCP18" RCP18" IN=144.31'
18" OUT=144.09'
CORRECT
CHECKED
INV=143.69'
15" RCP
I
NV. OUT=14
8.9
2'TOP
=15
1.2
2'I
NV. OUT=14
8.7
1'CB15" RCPI
NV. I
N=14
7.14'TOP=15
0.9
5'
I
NV.I
N=147.96TOP=15
2.0
1 24" RCPResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]POOL
P
OOL
POND
SA
2.11%
1.87
%LEGEND
ENGLISH
SHEET 2 OF 5
BUFFER DRAWING
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
INSET 1SEE 6/1/2021R:\Hydraulics\PERMITS_Environmental\Drawings\I5972_Hyd_PSH05_buffer.dgnFkeysLOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
0
GRAPHIC SCALE
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -L- STA. 70+00 SEE SHEET 6MATCHLINE -L- STA. 42+00 SEE SHEET 4-Y1- STA. 29+00 SEE SHEET 7
MATCHLINENAD 83/ 2011SEE SHEET 8
-Y1- STA. 47+00
MATCHLINE
50 1005025SEE SHEET 9-Y3- STA. 20+50MATCHLI
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15+00
20+00
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15+00
45+00
-Y1- PT Sta. 31+24.01
-RPC- CS Sta. 15+15.33
-RPD- SC Sta. 12+00.00
-RPD- CS Sta. 18+17.51
-RPD- SRS Sta. 20+17.51
-RPD- SC Sta. 22+17.51
-RPD- PT Sta. 30+36.72
-Y1- PC Sta. 43+75.59
-RPA- ST Sta. 20+35.71
-RPA- CS Sta. 18+35.71
-RPA- SC Sta. 12+00.00
-RPB- SC Sta. 12+00.00
-RPB- CS Sta. 17+53.87
-RPB- SRS Sta. 19+53.87
-RPB- SC Sta. 21+53.87
-RPB- PT Sta. 27+09.33
-RPC- PT Sta. 24+40.28
G
REU TL-3
GREU TL-3
WCR
WCR
WCR
G
RE
U
TL-3
GREU TL-3
Sta. 17+15.33
-RPC- ST
25+00
-Y3- PC Sta. 21+24.82Sta. 25+09.94
-Y3- PT
Sta. 24+12.97
-Y3- PCC
25+00
-RPC-
-L-
-RPD-
-
Y1-
-RPB-
-RPA-
LENGTH
390' DECELERATION
-Y3-GREU TL-3
TS Sta. 21+36.77
-RPC-
SC Sta. 23+36.77
-RPC-
-RPB- POT Sta. 27+43.93
-Y1- POT Sta. 31+76.39 =
-RPC- POT Sta. 25+46.35
-Y1- POT Sta. 31+84.50=
-RPD- POT Sta. 31+21.09
-RPA- POT Sta. 22+46.36=
-Y1- POT Sta. 43+00.00=
-RPD- POS Sta. 20+69.67
-Y3- POT Sta. 25+32.95 =
-L- POT Sta. 69+78.99 (39' LT)
-RPB- ST Sta. 10+00.00=
F
C
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
F
F
F
F
F
C
C
F
F
F
F
C F
F
C
F
F
C
C
C
F C52C
C
F
C
C
F
F
F
F
F
F
C
F
EXIST. R/W
+40.00
1
2
3
EXIST. ROW
+90.00
EXIST. R/W
+09.00
65'
+30.00
67.24'
92'
+40.00 CACACAC
A
8
11
12
14
10
EXIST. R/W+33.00
EXIST. R/W+12.32
+10.00
108'
15CAC
A
13
SITE 4A
HP
-Y1- STA. 36+85.52
RE
MO
VE
GRADE TO DRAIN
1
5
"
FILL
W/FLOWABLE
PLUG & FILL
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
24" WELDED STEEL
TRENCHLESS INSTALLATION
FILL
W/FLOWABLE
PLUG & FILL
FILL
W/FLOWABLE
PLUG & FILL
REMOVE DI
W/FLOWABLE FILLPLUG & FILL
W/FLOWABLE FILL
PLUG & FILL RETAINRETAIN P
P
SEE DETAIL S
TOP ELEV.=148.0'
10' WIDE BERM
SEE DETAIL M
TOE PROTECTION
DI
CB-GREMOVE FS
30" RCP-III
FS @ 147.6'REMOVEREMOVE
CB-F
CB-G
TB 2GI
TB 2GI
CB-F
CB-G
CB-G
15" CSP
15" CSP
P
P
SEE DETAIL N
STANDARD BASE DITCH
SEE DETAIL N
STANDARD BASE DITCH
SEE DETAIL G
CUT DITCH
SEE DETAIL G
CUT DITCH
RETAINRETAIN
RETAI
NDRAIN
GRADE TO
RCP-IV2@30"42" WELDED STEEL
2 @ TRENCHLESS INSTALLATION
TO DRAIN
GRADE
30" WELDED STEEL
TRENCHLESS INSTALLATION
DRAIN
GRADE TO
15" RCP-III
2GI-D
15" RCP-III 15" RCP-III
15" CSP
CB-F
TO DRAIN
GRADE
RETAIN
GRADE TO DRAIN
GRADE TO DRAIN
SEE DETAIL W
LATERAL V DITCH
SEE DETAIL X
ROCK FILL IN WETLAND
2GI-D
2GI-B
FILL
W/FLOWABLE
PLUG & FILL
REMOVE
REMOVE
RETAIN
RETAINRETAIN
RETAIN REMOVER
E
MOV
E
R
E
MO
V
E
18" R
CP-III
2 @ 42" RCP-III
15" RCP-III
15" CSP
15" CSP
15" CSP
2GI-A
15" RCP-III
REMOVE
REMOVE
R
E
MOV
E
REMOVE
HP
-Y1- STA. 36+85.52
RE
MO
VE
GRADE TO DRAIN
1
5
"
FILL
W/FLOWABLE
PLUG & FILL
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
SEE DETAIL A
SP. CUT DITCH
SEE DETAIL G
SP. CUT DITCH
SEE DETAIL H
SP. LATERAL DITCH
SEE DETAIL G
SP. CUT DITCH
SEE DETAIL I
LATERAL BASE DITCH
SEE DETAIL F
SP. LATERAL DITCH
SEE DETAIL D
SP. LATERAL DITCH
SEE DETAIL C
SP. CUT DITCH
SEE DETAIL C
SP. CUT DITCH
SEE DETAIL C
SP. CUT DITCH
SEE DETAIL D
SP. LATERAL DITCH
SEE DETAIL G
SP. CUT DITCH
SEE DETAIL L
TAIL DITCH
SEE DETAIL K
SP. LATERAL BASE DITCH
SEE DETAIL K
SP. LATERAL BASE DITCH
SEE DETAIL G
SP. CUT DITCH
SEE DETAIL B
LATERAL V DITCH
SEE DETAIL F
SP. LATERAL DITCH
24" WELDED STEEL
TRENCHLESS INSTALLATION
FILL
W/FLOWABLE
PLUG & FILL
FILL
W/FLOWABLE
PLUG & FILL
REMOVE DI
W/FLOWABLE FILLPLUG & FILL
W/FLOWABLE FILL
PLUG & FILL RETAINRETAIN P
P
SEE DETAIL U
TAIL DITCH
SEE DETAIL L
TAIL DITCH
SEE DETAIL S
TOP ELEV.=148.0'
10' WIDE BERM
SEE DETAIL M
TOE PROTECTION
DI
CB-GREMOVE FS
30" RCP-III
FS @ 147.6'REMOVEREMOVE
CB-F
CB-G
TB 2GI
TB 2GI
CB-F
CB-G
CB-G
15" CSP
15" CSP
SEE DETAIL E
LATERAL BASE DITCH
P
P
SEE DETAIL N
STANDARD BASE DITCH
SEE DETAIL N
STANDARD BASE DITCH
SEE DETAIL E
LATERAL BASE DITCH
SEE DETAIL P
LATERAL BASE DITCH
SEE DETAIL O
LATERAL BASE DITCH
SEE DETAIL O
LATERAL BASE DITCH
SEE DETAIL O
LATERAL BASE DITCH
SEE DETAIL O
LATERAL BASE DITCH
SEE DETAIL G
CUT DITCH
SEE DETAIL G
CUT DITCH
RETAINRETAIN
RETAI
NDRAIN
GRADE TO
RCP-IV2@30"42" WELDED STEEL
2 @ TRENCHLESS INSTALLATION
TO DRAIN
GRADE
30" WELDED STEEL
TRENCHLESS INSTALLATION
DRAIN
GRADE TO
15" RCP-III
2GI-D
15" RCP-III 15" RCP-III
15" CSP
CB-F
TO DRAIN
GRADE
SEE DETAIL L
STANDARD BASE DITCH
SEE DETAIL J
SP. LATERAL BASE DITCH RETAIN
SEE DETAIL A
SP. CUT DITCH
SEE DETAIL H
SP. LATERAL V DITCH
GRADE TO DRAIN
GRADE TO DRAIN
SEE DETAIL W
LATERAL V DITCH
SEE DETAIL X
ROCK FILL IN WETLAND
SEE DETAIL D
SP. LATERAL DITCH
SEE DETAIL J
SP. LAT. BASE DITCH
2GI-D
2GI-B
FILL
W/FLOWABLE
PLUG & FILL
REMOVE
REMOVE
RETAIN
RETAINRETAIN
RETAIN REMOVER
E
MOV
E
R
E
MO
V
E
SEE DETAIL V
STANDARD DITCH
18" R
CP-III
2 @ 42" RCP-III
15" RCP-III
15" CSP
15" CSP
15" CSP
2GI-A
15" RCP-III
REMOVE
REMOVE
R
E
MOV
E
REMOVE
EIP
3 0" RCPINV=141.75'INV
=
14
1
.4
0'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/1/2021R:\Hydraulics\PERMITS_Environmental\Drawings\I5972_Hyd_PSH05_buffer_inset.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5972 PSH 5 INSET
25 50 100050
SCALE
0
SCALE FOR INSET
12.56.2512.5
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
INSET 1
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2 ENGLISH
SHEET 3 OF 5
BUFFER DRAWING
INSET 1SEE
105'
+45.00
SEE DETAIL V
STANDARD DITCH
48" W/W
48" W/W48" W/W
48" W/W48
" W
/W
48" W/W
72" VINYL9' SOIL
9
' SOIL
GR
10' CONC
CONC
1SFD
CARPORT
B
CONC 48" W/WLT
5' CONC
CONC
WOODS
WOODSWOODS-EY3-BY3-4021SFD
PORTCAR-48" W/WRIP-RAP
ECMT
T S 06°42'18" W150.74'N 86°58'43" E
612.15'
S 89°44'57" W
303.90'
N 89°44'40" E
369.83'
S 89°43'29" W
370.18'S 07°44'53" E62.05'
S 86°57'03" W 135.01'S 21°55'09" W80.39'N 01°17'59" W88.80'N 24°40'17" W74.21'N 10°17'13" W146.72'N 20°55'31" W195.62'N 08°24'43" E196.00'N 07°34'01" EEIP
EIP
EIP
EIP
EIP
EPKR/W MON
JEAN H. GRICE
JERRY R. GRICE
DB 1153 PG 544
JEAN H. GRICE
JERRY R. GRICE
DB 1077 PG 603EXISTING R/W60.00'EXISTING R/WMALLARD RD 20' PAVED ROADWAYIS PROERTY LINECENTERLINE OF CREEKDB 5178 PG 843
OLD BROGDEN FARMS, LLC
DB 5178 PG 843
PB 43 PG 163
OLD BROGDEN FARMS, LLC
DB 5178 PG 843
OLD BROGDEN FARMS, LLC
DB 5178 PG 843
OLD BROGDEN FARMS, LLC
DB 5178 PG 843
PB 43 PG 163
OLD BROGDEN FARMS, LLC12" RCPINV=142.64'INV=143.38'INV=143.26'IN
V
=142.27'36" RCPINV=140.33'
INV=140.05'
18" RCP
15" HDPE15" HDP
E
INV INACCESSIBLE
TOP=146.18'
30" RCPINV=142.54'
INV=142.41'
DI
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
141.39
141.74
142.33
142.80
143.17
141.39
141.34
141.39
141.74
142.33
142.80
143.17
141.39
141.34
SA.025.00736'18'21'100' TRANSITION+09.03(TYP.)
26.66
'.00.01.025.02(TYP)
26.66'.01.02.025.02.01.00.01.02.03.04.05.06.025R=75'
R=75'18'20'
0.30%
LEGEND
SHEET 4 OF 5
BUFFER DRAWING
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
ENGLISH
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/1/2021R:\Hydraulics\PERMITS_Environmental\Drawings\I5972_Hyd_PSH09_buffer.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5972 9
NAD 83/ 2011S
EE
S
HEET
8
-Y2-
S
TA.
2
3
+5
0MATCHLINESEE SHEET 5
-Y3- STA. 20+50
MATCHLINE
SR 2507 MALLARD RDwww.rkk.com
Engineers | Construction Managers | Planners | Scientists 15+0020+00-Y2- PC Sta. 18+69.27
15+00
20+00
-Y2-
-Y2- Sta. 10+10.00
BEGIN CONSTRUCTION-Y3--Y3- Sta. 13+50.00
BEGIN CONSTRUCTION/OVERLAY
-Y3- POT Sta. 15+21.14
-Y2- POT Sta. 10+00.00 =
F
C
C
C
F
F
C CF
C C
F
C
80'8
8
9
9
SA
INLET CHANNEL IMPROVEMENTS
LOOKING DOWNSTREAM (NTS)
LENGTH=19'
CHANNEL
NATURAL
8'+/-
VARIES 2'
1.0' BENCH2:12:118"
BENCH
TOP OF FLOODPLAIN
MATTING
COIR FIBER
W/ GEOTEXTILE FAB
CLASS I RIP RAP
EXCAVATION
LOW FLOW CHANNEL
W/ GEOTEXTILE FAB
CLASS I RIP RAP
EXCAVATION
1.0' BURY
GROUND
NATURAL
0'-8'
VARIES
W/ GEOTEXTILE FAB
CLASS I RIP RAP
INLET CHANNEL IMPROVEMENTS
LOOKING DOWNSTREAM (NTS)
LENGTH=19'
CHANNEL
NATURAL
8'+/-
VARIES 2'
1.0' BENCH2:12:118"
LOOKING DOWNSTREAM (NTS)
LENGTH=28'
OUTLET CHANNEL IMPROVEMENTS2:12:118"
2'
8'+/-
VARIES
CHANNEL
NATURAL
0'-8'
VARIES
1.0' BENCH
BENCH
TOP OF FLOODPLAIN
BENCH
TOP OF FLOODPLAIN
MATTING
COIR FIBER
MATTING
COIR FIBER
W/ GEOTEXTILE FAB
CLASS I RIP RAP
W/ GEOTEXTILE FAB
CLASS I RIP RAP
EXCAVATION
EXCAVATION
LOW FLOW CHANNEL
LOW FLOW CHANNEL
W/ GEOTEXTILE FAB
CLASS I RIP RAP
W/ GEOTEXTILE FAB
CLASS I RIP RAP
EXCAVATION
EXCAVATION
1.0' BURY
1.0' BURY
GROUND
NATURAL
GROUND
NATURAL
0'-8'
VARIES
W/ GEOTEXTILE FAB
CLASS I RIP RAP
W/ GEOTEXTILE FAB
CLASS I RIP RAP
SITE 4B
18" RCP-IV
SEE DETAIL M
TOE PROTECTION
SEE DETAIL D
SP. LATERAL DITCH
SEE DETAIL E
LATERAL DITCH
0901
SEE DETAIL C
SP. CUT DITCH
SEE DETAIL C
SP. CUT DITCH
SEE DETAIL C
SP. CUT DITCH
SEE DETAIL D
SP. LATERAL DITCH
10 SY GEO FAB
3 TONS CL B RIP RAP
(1' BURY)
8' X 5' RCBC
(1' BENCH)
(1' BURY)
8' X 5' RCBC
IMPROVEMENTS
INLET CHANNEL
IMPROVEMENTS
OUTLET CHANNEL
29 CY DDE
23 SY COIR FIBER MATTING
80 SY GEO FAB
55 TONS CL I RIP RAP
CHANNEL IMPROVEMENTS TOTALS:2@8'x5' RCBC
(BURY 1')
18" RCP-IV
SEE DETAIL M
TOE PROTECTION
SEE DETAIL D
SP. LATERAL DITCH
SEE DETAIL E
LATERAL DITCH
0901
SEE DETAIL C
SP. CUT DITCH
SEE DETAIL C
SP. CUT DITCH
SEE DETAIL C
SP. CUT DITCH
SEE DETAIL D
SP. LATERAL DITCH
10 SY GEO FAB
3 TONS CL B RIP RAP
(1' BURY)
8' X 5' RCBC
(1' BURY)
8' X 5' RCBC
(1' BENCH)
(1' BURY)
8' X 5' RCBC
(1' BENCH)
(1' BURY)
8' X 5' RCBC
IMPROVEMENTS
INLET CHANNEL
IMPROVEMENTS
OUTLET CHANNEL
29 CY DDE
23 SY COIR FIBER MATTING
80 SY GEO FAB
55 TONS CL I RIP RAP
CHANNEL IMPROVEMENTS TOTALS:2@8'x5' RCBC
(BURY 1')
Site Station StructureNo. (From/To) Size / Type4A-RPD- 28+40-29+50 RTBANK STABILIZATIONX 1361 181 15424B-Y2- 17+50 CULVERT PLACEMENTX11717 7804 195211361 181 1542 11717 7804 19521 0 0NOTES:Revised 2018 Feb SHEET 5 OF 5BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEJOHNSTONI-5972ALLOWABLE MITIGABLEJUNE 2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)