20220137 Ver 1_U-5947_Permit_Drawings_20220114_20220127

(Version 3.00; Released August 2021)TIP/Proj No:U-5947County(ies):Nash Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2040Existing: Year:City/Town:3.0Typical Cross Section Description: Surrounding Land Use: NoWetlands within Project Limits?2.40.49Project DescriptionProposed ProjectTar-PamlicoRiver Basin(s): Russell Broadwell, PE509 Ward Blvd.WBS Element:Roadway WideningWBS Element:Jason Patskoski, PE, PhDNCDOT Contact:(252) 640-64091110 Navaho Dr #600Raleigh, NC 27609Contractor / Designer:[phone]Summit Design and Engineering [e-mail] of Rocky MountProject Built-Upon Area (ac.)175004 lane road with 12' travel lanes separated by a median and 2' curb and gutter [e-mail] Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.ac.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Highway Division 4Address:General Project InformationU-5947Wilson, NC 27895Address:1/14/20224 lane road with 12' travel lanes separated by a median and 2' curb and gutter sections19000Urban Area with Commercial or Residential Land UsesState Project includes the widening of US 43 Benevue Road and US 64 to include the addition of a roundabout. Both roads will utilize curb and gutter. The runoff will be collected with a proposed closed drainage network. The only jurisdictional feature in the project area is Goose Branch where the proposed closed system drainage will outlet. The existing drainage outlets into the side of an existing culvert at the crossing. The new drainage will avoid replacing the existing culvert by outleting into a tail ditch connected to the channel downstream. Rip-rap is proposed at the outlet and through the tail ditch to dissipate the flow and minimize erosion.General Project Narrative:(Description of Minimization of Water Quality Impacts)
(Version 3.00; Released August 2021)TIP/Proj No.:U-5947County(ies):Nash Page 2 of 2Aquatic T&E Species?NoComments:No N/AN/AOther Stream Classification: NonePrimary Classification: Class C(If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)Buffer Rules in Effect:Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NoImpairments:NoneNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSWBS Element:Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)NRTR Stream ID:Tar-PamlicoSurface Water Body (1): Goose BranchNCDWR Stream Index No.:28-70General Project InformationSupplemental Classification: Nutrient Sensitive Waters (NSW)Waterbody InformationNCDWR Surface Water Classification for Water Body
SHEET 1 OF 6
PERMIT DRAWING
WETLAND AND SURFACE WATER IMPACTS PERMIT

D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
14-JAN-2022 14:10U5947_hyd_prm_tsh.dgnhe.yangCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAThorpe
Dr.
E.ElmSt.
W .Elm
St.
St.
W .Spring
W .Ridge St.E.
Ridge MeltonMelton
Dr.
Oak St.Carr
St.
H
or
neSt.DukeCir.TaylorSt.D
r.Independence
Rhodes
Pl.
A
ve.Helm St.LewisSt.St.Ray
mond
Ln.HuffmanAve.Birtch St.
Simmons
St.Ave.WeldonSto
ne
wall
Ln.
Modlin
Ave.GrahamAve.K irby Dr.Ave.DogwoodBell-vie
w
River
Dr.Mi
nge
sSt.Bar
n
u
mSmokeyLibertyLn.R d.Rd.
RingR
d.
Ring
N.W esleyan
Pe
a
c
ht
r
e
e
Falls
301
BYP
64
43
48
6443
BUS
43N
48W
BUS
43S
48E
See Sheet 1C-1 For Survey Control Sheet
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
4
FIRM NO. P-0339
Prepared in the Office of:
www.summitde.net
Fax: [phone]
Voice: [phone]
Hillsborough, NC 27278-8551
504 Meadowland Drive
FIRM NO. P-0339
Prepared in the Office of:
www.summitde.net
Fax: [phone]
Voice: [phone]
Hillsborough, NC 27278-8551
504 Meadowland Drive
NASH COUNTY
NCDOT CONTACT, DIVISION 4
2550 50 100
100502550
510 10 20

AREA
PROJECT
2022
2040
17500
19000
9
55
3
50
* TTST =1%DUAL 2%
MINOR ARTERIAL
REGIONAL TIER
U-5947
BRANDON W. JOHNSON, PE
46884.1.1 -P.E.
VICINITY MAP
RIVER BenvenuePROJECT LENGTH DETERMINED BY -NBL1-, -NBL2-, AND -RAB-
MOUNT
ROCKY
-RPB- STA 10+05.00
BEGIN CONSTRUCTION
-SBL1- STA 10+00.00
BEGIN CONSTRUCTION
-LPB- STA 11+75.00
BEGIN CONSTRUCTION
STONEWALL DR.
NC 43
RD.BENVENUE
RD.FALLS
ST.PEACHTREE
TO ROCKY MOUNT NC 43T
O BYP 301
5
LENGTH ROADWAY TIP PROJECT U-5947 = 0.488 MILES
TOTAL LENGTH TIP PROJECT U-5947 = 0.488 MILES
RUSSELL BROADWELL, PE
ROW PLANS
-46884.2.1
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ROCKY MOUNT
-NBL1- STA 10+00.00
BEGIN TIP PROJECT U-5947
-Y2- STA 10+45.00
BEGIN CONSTRUCTION
-NBL2- STA 25+10.00
END TIP PROJECT U-5947 HI
LL RDHUNTERRA
MP
US 64
ROW & UTIL
FEBRUARY 15, 2022
-MUP-
-SBL1-
-NBL1--RPB--LPB--NBL2-
-S
BL2--Y2-
PORTIONS OF THIS PROJECT HAVE PARTIAL AND/OR FULL CONTROL OF ACCESS.
PARK LN
BATTLE -Y2RT--MUP- STA 10+20.00
BEGIN CONSTRUCTION
-MUP- STA 12+67.70
END CONSTRUCTION
-SBL2- STA 25+30.90
END CONSTRUCTION
SEPTEMBER 3, 2021
CREEKGOOSE
-RAB-
FAITH E. JAHNKE, PE
INTERCHANGE OF US 64 BYPASS & NC 43 (BENVENUE ROAD)
GRADING, DRAINAGE, AND PAVINGU-5947Cobb
Branch
T AR
U5947-1
15+00
15+00
15+00
15
+0
0
15
+0
0
20
+00
25
+00
20
+00
25
+00
NAD 83/ 2011Hunter
Hill
Rd.
1604
1604
Grade
Ditch
1'
GEOTEXTILE
Geotextile
WATER IMPACT
TEMP SURFACE
WATER IMPACT
PERMANENT SURFACE
SHEET 2 OF 6
PERMIT DRAWING 2
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.14-JAN-2022 14:10U5947_hyd_prm_2.dgnhe.yang8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-5947
[phone] (FAX)
[phone]
Hillsborough, NC 27278
504 Meadowlands Drive
NC FIRM LICENSE No: P-0339
Office of:
Prepared in the
5
(SEE SHEET 4)MATCHLINE -NBL2- STA. 16+00.00SEE SHEET 6
FOR -NBL2- & -SBL2- PROFILE,
& FENCE
REPAIR WALL
CR
CR
CR
S
S
H
H
H
H
T
H
H
H
H
H
H
H
H
S
S
S
S
H
H
H
H
H
H
H
H
H
H
H
HH
H
H
H
H
H
H
H
EIP
R/W MON
15" CMP
15" RCP15" RCP 18" RCP15" RCP
1
5
" RCPINV=90.82'
INV=81.77'
INV=81.61' (NE)
INV=81.65' (SW)
INV=81.66' (SE)
INV=79.52' (SE)
INV=79.40' (SW)
INV=79.40' (NE)
I
NV=8
0.78' (SW)
I
NV=80.
8
7' (NE)
CB
C
BCB
DIDI
INV=81.58' (SE)
INV=81.54' (NE)
CB
DI
CB15" RCPTOP=86.22'
TOP=85.67'
TOP=85.75'
TOP=85.64'TOP=8
4.
7
8'
T
O
P
=84.55'
TOP=86.00'
TOP=85.15'
CB
INV=81.36' (SW)
INV=81.36' (NE)
CB
INV=76.95'
INV=76.44
' (SW)
INV=78.59' (SE)
INV=76.34' (NE)
INV=76.26'
54" RCP
15 " RCP
1
8" RCPINV=77.38' (SW)
INV=80.00' (NW)
INV=77.36' (NE)
CB
INV=79.96' (NE)
INV=79.92' (SW)
18" RCP
18" RCP
TOP=83.99'
TOP=83.99'
TOP=84.82'
TOP=84.71'
TOP=84.56'
TOP=84.53'
TOP=80.79'
8
"
P
VCTOP=85.06'
TOP=84.66'
TOP=85.32'
INV=76.12' (SW)
INV=75.76' (SE)
INV=77.08'
8" PVC
8" TC
TOP=86.29'
INV=75.35' (NW)
INV=75.26' (NE)
10" TC
TOP=84.16'
INV=74.18' (SW)
INV=74.15' (NE)
TOP=83.11'
INV=73.95' (SW)
INV=73.48' (SE)
INV=73.48' (NW)
INV=74.43' (NE)
8" TC
INV=73.48' (SE)
INV=73.60' (NW)
TOP=84.67
TOP=84.87'24" DIPTOP=85.28'
TOP=84.58'
TOP=81.50'
TOP=82.88
'TOP=86.20'
DI
DI
NO INVERT
(LID IN CONC)
NO INVERTUNABLE TO OPEN LID
(LID JAMMED)TOP=88.79'INV=78.99'
8" PVC24" TC24" TC24" RCP
MT
L
S
8
5°14'4
0
"
E
2
5.12'
S
8
6°10'3
3"
E
3
4
9.0
8'
N 00°50'04" W
275.58'
N 00°50'04" W
179.77'
EXISTING R/W
EXISTING R/W
EXI
S
TI
NG R/WE
XI
S
TI
NG R/W-EL2-
-EL1-
30" C&G
30" C&G
50' PAVED ROADWAY
US 43/BENVENUE ROAD
27' PAVED ROADWAY
US 43/BENVENUE ROAD
MONOLITHIC CONC ISLAND
30" C&G
30" C&GCONCHUNTER HI
LL RD BST
(VARI
ES)HUNTER HI
LL RD BST
(VARI
ES)
US 43/ BENVENUE RD BST (VARIES)
30" C&G
TOP=84.92'
CB MONOLI
THI
C CONC
I
SLANDTOP=85.96'
INV=77.08'
INV=80.92' (NW)
INV=80.99' (SW)
MTL
=75.36'
INV
CB
60" CONC
60" CONC
BST (VARIES)FALLS AT TAR CTDIRECTION
PIPE
GUY
GUY
GUY
MTL
BOX CULVERT
CONNECTS TO
24" RCP
S
S
S
GUY
DIRECTION
PIPE
18" RCP
GUY
GUYCB15" RCP81.49'
I
NV=60" CONC
60" CONC
60' BSTON/OFF RAMP US 64 30" C
&G
PAVED DITCH
72"
TOP=84.34'
RCP
15"
CB
TOP=86.10'
BOX = 83.09'
BOTTOM OF
TOP=87.00'
15" RCP
CB
TOP=85.22'
GUY
-EL2-CUL5HW2CE2 CUL6CUL7CUL8CUL4CUL3CUL2CUL1CE1HW1
HW
CONC
HW
CONC
HW
CONC
HW
CONCBARRELS2 7' X 12'S
SS
S GUY
S
-EL1-
MARKER
FO
30" C&G
30" RCP
60" CONC
30" RCPPOSSIBLE U/G JB
18" RCP30" RCP
24" RCP
FO MARKER EOIEOIEOIEOIEOIEOI
Century Link
CB
TOP=84.55'
INV=80.80' (W)
INV=80.63' (E)
RAP
RIP
30' SANITARY SEWER EASEMENTABC BOARD
NASH COUNTY
DB 2842 PG 769
PB 39 PG 302 PB 21 PG 80
ENTERTAINMENT CENTER, LLC
MINI PUTT FAMILY
DB 2632 PG 1
DB 2824 PG 949
PB 39 PG 302
N 80°17'48" E87.10'S 40°56'44" E207.46'S
8
5°4
6'2
4"
E 25' PRIVATE ACCESS EASEMENTN 55°09'03" W270.14'50' DRAINAGE AND UTILITY EASEMENTTAR, LLC
FALLS AT THE5'DRAINAGE AND UTILITY EASMENT5'DRAINAGE AND UTILITY EASMENT5'DRAINAGE AND UTILITY EASMENT
EASEMENT
DRAINAGE
15' PUBLIC
CENTER LINE OF GOOSE CREEKPROPERTY LINE IS CREEKGOOSECREEKGOOSE40' SANITARY SEWER EASEMENTN 41°27'58" W92.32'N 34°14'22" W47.77'UNITED ENTERTAINMENT CORPORATION
DB 1694 PG 1043
15"
R
C
P
INV=76.19'8" DIPCENTER LINE OF GOOSE CREEKPROPERTY LINE IS 24" RCP
Century Link
Century Link
Rocky Mount W&S
Rocky Mount Gas
Rocky Mount W&S
Rocky Mount W&S
Century Link
Century Link
(SHELF IN CB)
INV UNOBTAINABLE
TOP=82.57'
CB
N
C
D
O
T
P
U
E
P
E
R
U-3621B
P
L
A
N
S
(ABANDONED)24" DIPINV=73.77' (S)
INV=74.22' (N)
INV=76.60' (E)
INV=76.65' (W)
15" RCP
PUE PER PB 39 PG 302
EIPR/W MONEIPN 34°30'10" E 171.13'EIPEIPEPKEPKEPKINV=82.17' (SE)
INV=81.77' (NW)
INV=81.77' (S)
INV=81.72' (N)
INV=80.63'
INV=78.85' (E))
INV=81.63' (NE)
I
NV=79.60'

(E)
I
N
V
=81.25' (W)
INV=82.06' (N)
INV=80.72' (NE)
INV=80.77' (NW)
INV=80.82' (S)
INV=82.15' (N)
INV=80.73' (W)
INV=80.73' (N)
INV=81.77' (E)
INV=82.64' (W)
TOP=85.67'
INV=77.54' (S)
INV=77.53' (N)
INV=77.68' (W)
INV=77.55' (E)
S18" RCPS
FALLS AT THE TAR, LLC
DB 2824 PG 949
TAR RIVER HARDSHELL BAPTIST CHURCH
DB 0 PG 0
WOODS
U5947-1
NCDOT
NCDOT
20+00 25+00
20+00
25+00
PI Sta 24+55.59
D
L = 87.28'
T = 43.64'
R = 5,000.00'
PI Sta 17+74.64
D
L = 25.50'
T = 12.75'
R = 1,000.00'
PI Sta 14+94.72
D
R = 2,800.00'
L = 413.56'
T = 207.15'
-SBL2-
PI Sta 15+82.95
D
L = 269.58'
T = 135.00'
R = 1,960.00'
PI Sta 19+53.17
D
L = 471.17'
T = 235.64'
R = 8,800.00'
-NBL2-
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 24+76 TO STA. 25+10 -NBL2- RT
DETAIL 3
Geotextile= 21 sy
Type of Liner= 10 TONS,CL '1' Rip-Rap
1.0'min.
( Not to Scale)
FROM STA. 24+80.79 OFFSET 35.7 FT -NBL2- RT
DETAIL 2
SLOPE = 0.003 FT/FT
LENGTH = 30 FT
D
Ground
Natural
Ground
Natural
FLATTER3:1 OR
W
Min. D= 3.0 Ft.
W = 4 Ft.FLATTER3:1 OR
Type of Liner= CL '1' Rip-Rap
RIP-RAP LINED TAIL DITCH
CB
CB CB CB
CB
CB
CB
CB
42" RCP-III
EX_DI10
18"
R
C
P-III
CB
CB
CB
36" RCP-IV
36" RCP-IV
36" RCP-IV
36" RCP-IV36" RC
P
-IV
36" RCP-IV36" RCP-IV36" RCP-IV
36" RCP-IV
EX_DI0503
36" RCP-IV
18" CSPSEE SHEET 4 AND 5 FOR ENLARGEMENT
SITE 1
NAD 83/ 2011
C
C
C
C
C C
Grade
Ditch
1'
GEOTEXTILE
Geotextile
WATER IMPACT
TEMP SURFACE
WATER IMPACT
PERMANENT SURFACE 737373
7374
74
7474 7575757575
75
767676767676767777777777777777
777777777777
78787878787878 787878 7878787878787878787878787878
78797979
79
79
79
79
79 79797
979 7979 797979797979
8
080 808080 80808080
8080 8080
80
80808181
818181818
1
81
81
81818182
82
828282828282828282828282 82838383
8383 83838
38383838383
838383
83838484848484848484848484848484
8484 84848484848484858585
8585
8585
85
85858
5
85
85858
5858585858585
858585 85868686
8686 8686
8686
868
68686 86
86
86868686
8686
87878787 87878
7
87
8
7
878787
878787
8787878787
87878787
878888
88888888888888888888888888
888889898989 8989
89898989898989
89
89899090909090
90
9
0
90909090
91919191 91919191
919191919191
92929292 9292929292
9393939393
93
9 3 949494 94949494 94
95959595 959595
96969696969696979797979797979797979798989898989898989999999999100100100100100100101101101102102102103103
103104
104
104104104
105
105105
1051061061061
0
6 106106106
107107 107107107107 108108108108108108109
109
109110110111
SHEET 3 OF 6
PERMIT DRAWING 3
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.14-JAN-2022 14:10U5947_hyd_prm_3.dgnhe.yang8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-5947
[phone] (FAX)
[phone]
Hillsborough, NC 27278
504 Meadowlands Drive
NC FIRM LICENSE No: P-0339
Office of:
Prepared in the
5
(SEE SHEET 4)MATCHLINE -NBL2- STA. 16+00.00SEE SHEET 6
FOR -NBL2- & -SBL2- PROFILE,
& FENCE
REPAIR WALL
CR
CR
CR
S
S
H
H
H
H
T
H
H
H
H
H
H
H
H
S
S
S
S
H
H
H
H
H
H
H
H
H
H
H
HH
H
H
H
H
H
H
H
EIP
R/W MON
15" CMP
15" RCP15" RCP 18" RCP15" RCP
1
5
" RCPINV=90.82'
INV=81.77'
INV=81.61' (NE)
INV=81.65' (SW)
INV=81.66' (SE)
INV=79.52' (SE)
INV=79.40' (SW)
INV=79.40' (NE)
I
NV=8
0.78' (SW)
I
NV=80.
8
7' (NE)
CB
C
BCB
DIDI
INV=81.58' (SE)
INV=81.54' (NE)
CB
DI
CB15" RCPTOP=86.22'
TOP=85.67'
TOP=85.75'
TOP=85.64'TOP=8
4.
7
8'
T
O
P
=84.55'
TOP=86.00'
TOP=85.15'
CB
INV=81.36' (SW)
INV=81.36' (NE)
CB
INV=76.95'
INV=76.44
' (SW)
INV=78.59' (SE)
INV=76.34' (NE)
INV=76.26'
54" RCP
15 " RCP
1
8" RCPINV=77.38' (SW)
INV=80.00' (NW)
INV=77.36' (NE)
CB
INV=79.96' (NE)
INV=79.92' (SW)
18" RCP
18" RCP
TOP=83.99'
TOP=83.99'
TOP=84.82'
TOP=84.71'
TOP=84.56'
TOP=84.53'
TOP=80.79'
8
"
P
VCTOP=85.06'
TOP=84.66'
TOP=85.32'
INV=76.12' (SW)
INV=75.76' (SE)
INV=77.08'
8" PVC
8" TC
TOP=86.29'
INV=75.35' (NW)
INV=75.26' (NE)
10" TC
TOP=84.16'
INV=74.18' (SW)
INV=74.15' (NE)
TOP=83.11'
INV=73.95' (SW)
INV=73.48' (SE)
INV=73.48' (NW)
INV=74.43' (NE)
8" TC
INV=73.48' (SE)
INV=73.60' (NW)
TOP=84.67
TOP=84.87'24" DIPTOP=85.28'
TOP=84.58'
TOP=81.50'
TOP=82.88
'TOP=86.20'
DI
DI
NO INVERT
(LID IN CONC)
NO INVERTUNABLE TO OPEN LID
(LID JAMMED)TOP=88.79'INV=78.99'
8" PVC24" TC24" TC24" RCP
MT
L
S
8
5°14'4
0
"
E
2
5.12'
S
8
6°10'3
3"
E
3
4
9.0
8'
N 00°50'04" W
275.58'
N 00°50'04" W
179.77'
EXISTING R/W
EXISTING R/W
EXI
S
TI
NG R/WE
XI
S
TI
NG R/W-EL2-
-EL1-
30" C&G
30" C&G
50' PAVED ROADWAY
US 43/BENVENUE ROAD
27' PAVED ROADWAY
US 43/BENVENUE ROAD
MONOLITHIC CONC ISLAND
30" C&G
30" C&GCONCHUNTER HI
LL RD BST
(VARI
ES)HUNTER HI
LL RD BST
(VARI
ES)
US 43/ BENVENUE RD BST (VARIES)
30" C&G
TOP=84.92'
CB MONOLI
THI
C CONC
I
SLANDTOP=85.96'
INV=77.08'
INV=80.92' (NW)
INV=80.99' (SW)
MTL
=75.36'
INV
CB
60" CONC
60" CONC
BST (VARIES)FALLS AT TAR CTDIRECTION
PIPE
GUY
GUY
GUY
MTL
BOX CULVERT
CONNECTS TO
24" RCP
S
S
S
GUY
DIRECTION
PIPE
18" RCP
GUY
GUYCB15" RCP81.49'
I
NV=60" CONC
60" CONC
60' BSTON/OFF RAMP US 64 30" C
&G
PAVED DITCH
72"
TOP=84.34'
RCP
15"
CB
TOP=86.10'
BOX = 83.09'
BOTTOM OF
TOP=87.00'
15" RCP
CB
TOP=85.22'
GUY
-EL2-CUL5HW2CE2 CUL6CUL7CUL8CUL4CUL3CUL2CUL1CE1HW1
HW
CONC
HW
CONC
HW
CONC
HW
CONCBARRELS2 7' X 12'S
SS
S GUY
S
-EL1-
MARKER
FO
30" C&G
30" RCP
60" CONC
30" RCPPOSSIBLE U/G JB
18" RCP30" RCP
24" RCP
FO MARKER EOIEOIEOIEOIEOIEOI
Century Link
CB
TOP=84.55'
INV=80.80' (W)
INV=80.63' (E)
RAP
RIP
30' SANITARY SEWER EASEMENTABC BOARD
NASH COUNTY
DB 2842 PG 769
PB 39 PG 302 PB 21 PG 80
ENTERTAINMENT CENTER, LLC
MINI PUTT FAMILY
DB 2632 PG 1
DB 2824 PG 949
PB 39 PG 302
N 80°17'48" E87.10'S 40°56'44" E207.46'S
8
5°4
6'2
4"
E 25' PRIVATE ACCESS EASEMENTN 55°09'03" W270.14'50' DRAINAGE AND UTILITY EASEMENTTAR, LLC
FALLS AT THE5'DRAINAGE AND UTILITY EASMENT5'DRAINAGE AND UTILITY EASMENT5'DRAINAGE AND UTILITY EASMENT
EASEMENT
DRAINAGE
15' PUBLIC
CENTER LINE OF GOOSE CREEKPROPERTY LINE IS CREEKGOOSECREEKGOOSE40' SANITARY SEWER EASEMENTN 41°27'58" W92.32'N 34°14'22" W47.77'UNITED ENTERTAINMENT CORPORATION
DB 1694 PG 1043
15"
R
C
P
INV=76.19'8" DIPCENTER LINE OF GOOSE CREEKPROPERTY LINE IS 24" RCP
Century Link
Century Link
Rocky Mount W&S
Rocky Mount Gas
Rocky Mount W&S
Rocky Mount W&S
Century Link
Century Link
(SHELF IN CB)
INV UNOBTAINABLE
TOP=82.57'
CB
N
C
D
O
T
P
U
E
P
E
R
U-3621B
P
L
A
N
S
(ABANDONED)24" DIPINV=73.77' (S)
INV=74.22' (N)
INV=76.60' (E)
INV=76.65' (W)
15" RCP
PUE PER PB 39 PG 302
EIPR/W MONEIPN 34°30'10" E 171.13'EIPEIPEPKEPKEPKINV=82.17' (SE)
INV=81.77' (NW)
INV=81.77' (S)
INV=81.72' (N)
INV=80.63'
INV=78.85' (E))
INV=81.63' (NE)
I
NV=79.60'

(E)
I
N
V
=81.25' (W)
INV=82.06' (N)
INV=80.72' (NE)
INV=80.77' (NW)
INV=80.82' (S)
INV=82.15' (N)
INV=80.73' (W)
INV=80.73' (N)
INV=81.77' (E)
INV=82.64' (W)
TOP=85.67'
INV=77.54' (S)
INV=77.53' (N)
INV=77.68' (W)
INV=77.55' (E)
S18" RCPS
FALLS AT THE TAR, LLC
DB 2824 PG 949
TAR RIVER HARDSHELL BAPTIST CHURCH
DB 0 PG 0
WOODS
U5947-1
NCDOT
NCDOT
20+00 25+00
20+00
25+00
PI Sta 24+55.59
D
L = 87.28'
T = 43.64'
R = 5,000.00'
PI Sta 17+74.64
D
L = 25.50'
T = 12.75'
R = 1,000.00'
PI Sta 14+94.72
D
R = 2,800.00'
L = 413.56'
T = 207.15'
-SBL2-
PI Sta 15+82.95
D
L = 269.58'
T = 135.00'
R = 1,960.00'
PI Sta 19+53.17
D
L = 471.17'
T = 235.64'
R = 8,800.00'
-NBL2-
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 24+76 TO STA. 25+10 -NBL2- RT
DETAIL 3
Geotextile= 21 sy
Type of Liner= 10 TONS,CL '1' Rip-Rap
1.0'min.
( Not to Scale)
FROM STA. 24+80.79 OFFSET 35.7 FT -NBL2- RT
DETAIL 2
SLOPE = 0.003 FT/FT
LENGTH = 30 FT
D
Ground
Natural
Ground
Natural
FLATTER3:1 OR
W
Min. D= 3.0 Ft.
W = 4 Ft.FLATTER3:1 OR
Type of Liner= CL '1' Rip-Rap
RIP-RAP LINED TAIL DITCH
CB
CB CB CB
CB
CB
CB
CB
42" RCP-III
EX_DI10
18"
R
C
P-III
CB
CB
CB
36" RCP-IV
36" RCP-IV
36" RCP-IV
36" RCP-IV36" RC
P
-IV
36" RCP-IV36" RCP-IV36" RCP-IV
36" RCP-IV
EX_DI0503
36" RCP-IV
18" CSPSEE SHEET 4 AND 5 FOR ENLARGEMENT
SITE 1
NAD 83/ 2011
C
C
C
C
C C
WATER IMPACT
TEMP SURFACE
WATER IMPACT
PERMANENT SURFACE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.14-JAN-2022 14:10U5947_hyd_prm_4.dgnhe.yang8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
GRAPHIC SCALE
[phone] (FAX)
[phone]
Hillsborough, NC 27278
504 Meadowland Drive
NC FIRM LICENSE No: P-0339
Office of:
Prepared in the
SHEET 4 OF 6
PERMIT DRAWING 4
15 307.515
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
U-5947
S S SURFACE WATER
DENOTES IMPACTS IN
& FENCE
REPAIR WALL
CR
H
H
S
S
S
S
H
H
H
H
H
H
H
H
E
IP
R/W MON
CB
INV=81.36' (SW)
INV=81.36' (NE)
CB
INV=76.95'
INV=76.44
' (SW)
INV=78.59
' (SE)
INV=76.34' (NE)
INV=76.26'
54" RCP
15 " RCP
1
8" RCPINV=77.38' (SW)
INV=80.00' (NW)
INV=77.36' (NE)
CB
INV=79.96' (NE)
INV=79.92' (SW)
18" RCP
18" RCP
TOP=83.99'
TOP=83.99'
TOP=84.82'
TOP=84.71'
TOP=84.56'
TOP=84.53'
TOP=80.79'
8" TC
10" TC
TOP=84.16'
INV=74.18' (SW)
INV=74.15' (NE)
TOP=83.11'
INV=73.95' (SW)
INV=73.48' (SE)
INV=73.48' (NW)
INV=74.43' (NE)
8" TC
INV=73.48' (SE)
INV=73.60' (NW)
TOP=84.67
TOP=84.87'24" DIPTOP=85.28'
TOP=84.58'
DI 24" TC24" TCMONOLITHIC CONC ISLAND
30" C&G
30" C&G
US 43/ BENVENUE RD BST (VARIES)
INV=80.92' (NW)
INV=80.99' (SW)
MTL
=75.36'
INV
CB
60" CONC
BST (VARIES)FALLS AT TAR CTDIRECTION
PIPE
GUY
GUY
GUY
MTL
BOX CULVERT
CONNECTS TO
24" RCP
S
S
S
GUY
DIRECTION
PIPE
18" RCP
GUY
GUY
-EL2-CUL5HW2CE2 CUL6CUL7CUL8CUL4CUL3CUL2CUL1CE1HW1
HW
CONC
HW
CONC
HW
CONC
HW
CONCBARRELS2 7' X 12'S
S
S
MARKER
FO
30" RCP
60" CONC
30" RCPPOSSIBLE U/G JBEOI EOIEOIEOIEOIEOI
CB
TOP=84.55'
INV=80.80' (W)
INV=80.63' (E)
RAP
RIP
ABC BOARD
NASH COUNTY
DB 2842 PG 769
PB 39 PG 302 PB 21 PG 80
ENTERTAINMENT CENTER, LLC
MINI PUTT FAMILY
DB 2632 PG 1 N 55°09'03" W5'DRAINAGE AND UTILITY EASMENTEASEMENT
DRAINAGE
15' PUBLIC
CENTER LINE OF GOOSE CREEKPROPERTY LINE IS CREEKGOOSECREEKGOOSE40' SANITARY SEWER EASEMENTN 41°27'58" W92.32'N 34°14'22" W47.77'UNITED ENTERTAINMENT CORPORATION
15"
R
C
P
INV=76.19'CENTER LINE OF GOOSE CREEKPROPERTY LINE IS Century Link
Rocky Mount W&S
Rocky Mount Gas
Century Link
(SHELF IN CB)
INV UNOBTAINABLE
TOP=82.57'
CB
(ABANDONED)24" DIPINV=73.77' (S)
INV=74.22' (N)
PUE PER PB 39 PG 302
INV=80.63'
INV=78.85' (E))
INV=81.63' (NE)
NCDOT
25+00
25+00
O42" RCP-III
CB
36" RCP-IV
18" CSPSITE 1
C
WATER IMPACT
TEMP SURFACE
WATER IMPACT
PERMANENT SURFACE 737373
74
74 747575767677777
7
77
78787878787979
79 79798080808081818182
828282828283838383 8383838484
84848484848485
8585
85
85858
5
85
8
6
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.14-JAN-2022 14:10U5947_hyd_prm_5.dgnhe.yang8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
GRAPHIC SCALE
[phone] (FAX)
[phone]
Hillsborough, NC 27278
504 Meadowland Drive
NC FIRM LICENSE No: P-0339
Office of:
Prepared in the
SHEET 5 OF 6
PERMIT DRAWING 5
15 307.515
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
U-5947
S S SURFACE WATER
DENOTES IMPACTS IN
& FENCE
REPAIR WALL
CR
H
H
S
S
S
S
H
H
H
H
H
H
H
H
E
IP
R/W MON
CB
INV=81.36' (SW)
INV=81.36' (NE)
CB
INV=76.95'
INV=76.44
' (SW)
INV=78.59
' (SE)
INV=76.34' (NE)
INV=76.26'
54" RCP
15 " RCP
1
8" RCPINV=77.38' (SW)
INV=80.00' (NW)
INV=77.36' (NE)
CB
INV=79.96' (NE)
INV=79.92' (SW)
18" RCP
18" RCP
TOP=83.99'
TOP=83.99'
TOP=84.82'
TOP=84.71'
TOP=84.56'
TOP=84.53'
TOP=80.79'
8" TC
10" TC
TOP=84.16'
INV=74.18' (SW)
INV=74.15' (NE)
TOP=83.11'
INV=73.95' (SW)
INV=73.48' (SE)
INV=73.48' (NW)
INV=74.43' (NE)
8" TC
INV=73.48' (SE)
INV=73.60' (NW)
TOP=84.67
TOP=84.87'24" DIPTOP=85.28'
TOP=84.58'
DI 24" TC24" TCMONOLITHIC CONC ISLAND
30" C&G
30" C&G
US 43/ BENVENUE RD BST (VARIES)
INV=80.92' (NW)
INV=80.99' (SW)
MTL
=75.36'
INV
CB
60" CONC
BST (VARIES)FALLS AT TAR CTDIRECTION
PIPE
GUY
GUY
GUY
MTL
BOX CULVERT
CONNECTS TO
24" RCP
S
S
S
GUY
DIRECTION
PIPE
18" RCP
GUY
GUY
-EL2-CUL5HW2CE2 CUL6CUL7CUL8CUL4CUL3CUL2CUL1CE1HW1
HW
CONC
HW
CONC
HW
CONC
HW
CONCBARRELS2 7' X 12'S
S
S
MARKER
FO
30" RCP
60" CONC
30" RCPPOSSIBLE U/G JBEOI EOIEOIEOIEOIEOI
CB
TOP=84.55'
INV=80.80' (W)
INV=80.63' (E)
RAP
RIP
ABC BOARD
NASH COUNTY
DB 2842 PG 769
PB 39 PG 302 PB 21 PG 80
ENTERTAINMENT CENTER, LLC
MINI PUTT FAMILY
DB 2632 PG 1 N 55°09'03" W5'DRAINAGE AND UTILITY EASMENTEASEMENT
DRAINAGE
15' PUBLIC
CENTER LINE OF GOOSE CREEKPROPERTY LINE IS CREEKGOOSECREEKGOOSE40' SANITARY SEWER EASEMENTN 41°27'58" W92.32'N 34°14'22" W47.77'UNITED ENTERTAINMENT CORPORATION
15"
R
C
P
INV=76.19'CENTER LINE OF GOOSE CREEKPROPERTY LINE IS Century Link
Rocky Mount W&S
Rocky Mount Gas
Century Link
(SHELF IN CB)
INV UNOBTAINABLE
TOP=82.57'
CB
(ABANDONED)24" DIPINV=73.77' (S)
INV=74.22' (N)
PUE PER PB 39 PG 302
INV=80.63'
INV=78.85' (E))
INV=81.63' (NE)
NCDOT
25+00
25+00
O42" RCP-III
CB
36" RCP-IV
18" CSPSITE 1
C
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 25+08 TO 25+18 -NBL2- Rip Rap at Embankment>0.001* 0.003 23 25TOTALS:0.00 0.00 0.00 0.00 0.00 >0.001* 0.003 23 25 0Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 6OF61/14/2022NASH COUNTYNC DEPARTMENT OF TRANSPORTATIONU-5947*Rip Rap at Embankment Permanent SW Impacts = 33 sf WETLAND AND SURFACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS