20220137 Ver 1_U-5947_Buffer_Drawings_20220114_20220127

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 13:45U5947_hyd_buffer_tsh.dgnhe.yangCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NASee Sheet 1C-1 For Survey Control Sheet
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
4
Prepared in the Office of:Prepared in the Office of:
NCDOT CONTACT, DIVISION 4
5U-5947SHEET 1 OF 5
BUFFER DRAWING

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

FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K

Thorpe
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
FIRM NO. P-0339
www.summitde.net
Fax: [phone]
Voice: [phone]
Hillsborough, NC 27278-8551
504 Meadowland Drive
FIRM NO. P-0339
www.summitde.net
Fax: [phone]
Voice: [phone]
Hillsborough, NC 27278-8551
504 Meadowland Drive
NASH COUNTY
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
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 PAVING
Cobb
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
ALLOWABLE IMPACTS ZONE 1
2
SHEET 2 OF 5
BUFFER DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.14-JAN-2022 13:45U5947_hyd_buffer_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 3 FOR ENLARGEMENT
SITE 1
NAD 83/ 2011
C
C
C
C
C C
0
GRAPHIC SCALE
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 13:45U5947_hyd_buffer_3.dgnhe.yang8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] (FAX)
[phone]
Hillsborough, NC 27278
504 Meadowland Drive
NC FIRM LICENSE No: P-0339
Office of:
Prepared in the
SHEET 3 OF 5
BUFFER DRAWING 3
15 307.515
ALLOWABLE IMPACTS ZONE 1
U-5947
& 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
SiteStationStructureNo.(From/To)Size / Type124+73 TO 25+06 -NBL2- Rip-Rap Lined Tail DitchX 561 0 561561056100000NOTES:Revised 2018 Feb SHEET 4 OF 5BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPENASH COUNTYU-5947GRADING, DRAINAGE AND PAVING AT INTERCHANGE OF US 64 BYPASS AND NC 43ALLOWABLEMITIGABLE1/14/2022ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)
ZONE 1 (ft2)ZONE 2 (ft2)00Revised 2018 Feb SHEET 5 OF 5WETLANDS IN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS1/14/2022WETLANDS IN BUFFERSSITE NO. STATION (FROM/TO)TOTAL:U-5947GRADING, DRAINAGE AND PAVING AT INTERCHANGE OF US 64 BYPASS AND NC 43NASH COUNTYRev. Jan 2009