20191084 Ver 1_920135 Final Roadway Plans_20190814

U
O
U
1606 Liberia
Baltimore
Church Rd.
43
Bridle
Creek
58
1604 END
Limer PROJECT
Town
Rd. Fishing 1608
Richneck Creek
Creek We
Cheek
Rd.
1600 Fishing
Baltimore Creek
1605 Rd. 1609
Kearney Powells
Rd. Mill Rd.
BEGIN
PROJECT
1611
Lee Rd. Rd.
Parktown 58
Creek
1625
Parktown
Rd.
1620
Pete
VICINITY MAP
OFF -SITE DETOUR
See Sheet I A For Index of Sheets
See Sheet I For Conventional Symbols
�0 iM0RE
R 1600
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
WARREN
COUNTY
LOCATION: BRIDGE NO.135 OVER FISHING CREEK
0111 SR 1609 (PO WELLS MILL RD.)
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND
0
BEGIN STATE PROJECT I7BP.5.R.88 \ \ ( \
-L- POT ST A. l0 +50.00 \
s /
�y
N
1
BEGIN CULVERT _/
-L - STA. 12 +15.26
I
CUL VERT
END CULVERT
-L - STA. 12 +5
-L-
SR 1609 (POWELLS MILL RD•)
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.Ca
17BP.5.R.88
I
STATE PROD. NO.
F. A. PROJ. NO.
DESCRIPTION
17BP.5.R.88
WA
PE
17BP.5.R.88
WA
ROW
17BP.5.R.88
WA
UTILITIES
N A D gy
NSRS 2011
END STATE PROJECT I7BP
-L- POC STA. I4+75.00
\aC�y 6
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SCALES
DESIGN DATA
PROJECT LENGTH
Prepared in the Offices of
HYDRAULICS ENGINEERGRAPHIC
40 20 0 40 80
ADT = 80 VPD
V = 20 MPH
=
CLASS RURAL
LOCAL
SUBREGIONAL TIER
LENGTH ROADWAY STATE PROJECT 17BP.5.R.88 = 0.072 mi.
LENGTH STRUCTURES STATE PROJECT 17BP.5.R.88 = 0.008 mi.
TOTAL LENGTH STATE PROJECT 17BP.5.R.88 = 0.080 mi.
STEWART
223 S. WEST ST, STE 1100 Firm License #: C-1051
T9L19380.8750603 PRO]ECTI#:B 6012c.om
00
�_";;
��Vhb
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
Raleigh, NC 27606
P.E.
SIGNATURE:
o 0
0
Q�
o a
[
0?
PLANS
50 25 0 50 100
2018 STANDARD SPECIFICATIONS
ANDY YOUNG, PE
RIGHT OF WAY DATE:
AUGUST 1512018
ROADWAY DESIGN
ENGINEER
PROJECT ENGINEER
JOSHUA ROEMER
PROFILE (HORIZONTAL)
10 5 0 10 20
RIGHT OF WAY
COMPLETE:
PROJECT DESIGN ENGINEER
LETTING DATE:
MAY 17, 2019
LISA GILCHRIST, El
P.E.
SIGNATURE:
PROFILE (VERTICAL)
NCDOT CONTACT

Q
0
LO
M
INDEX OF SHEETS
SHEET NUMBER SHEET
1 TITLE SHEET
1A INDEX OF SHEETS, GENERAL NOTES,
AND STANDARD DRAWINGS
113 CONVENTIONAL SYMBOLS
2A-1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS
2C-1 GUARDRAIL INSTALLATION DETAIL
313-1 ROADWAY SUMMARIES
EFF . 01 -1 6-201 8
REV.
2018 ROADWAY ENGLISH STANDARD DRAWINGS
The following Roadway Standards as appear in
"Roadway Standard Drawings" Highway Design Branch -
N. C. Department of Transportation - Raleigh, N. C.,
Dated January, 2018 are applicable to this project
and by reference hereby are considered a part of these plans:
STD. NO. TITLE
DIVISION 2 - EARTHWORK
200.03 Method of Clearing - Method III
225.02 Guide for Grading Subgrade - Secondary and Local
225.04 Method of Obtaining Superelevation - Two Lane Pavement
GENERAL NOTES:
GRADE LINE:
GRADING AND SURFACING:
CLEARING:
2018 SPECIFICATIONS
EFFECTIVE: 01 -1 6-201 8
REVISED:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE
ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE
ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
DIVISION 3 - PIPE CULVERTS CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
3D-1 DRAINAGE SUMMARY 300.01 Method of Pipe Installation METHOD III.
4 PLAN SHEET
5 PROFILE SHEET
RW01 RIGHT OF WAY TITLE SHEET
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
560.01 Method of Shoulder Construction - High Side of
Superelevated Curve - Method I
DIVISION 8 - INCIDENTALS
806.01
Concrete
Right -of -Way
Marker
RW02C-1
SURVEY CONTROL SHEET
806.02
Granite
Right -of -Way
Marker
862.01
Guardrail
Placement
RW02D-1
PROPOSED ALIGNMENT CONTROL SHEET
862.02
Guardrail
Installation
(Special Detail for Sheet 6 of 8)
876.01
Rip Rap
in Channels
RW03E-1
RIGHT OF WAY CONTROL SHEET
876.02
Guide for
Rip Rap at
Pipe Outlets
876.04
Drainage
Ditches with
Class B Rip Rap
RWO4
RIGHT OF WAY SHEET
TMP-1 THRU
TMP-3
TRAFFIC MANAGEMENT PLANS
PMP-1
PAVEMENT MARKING PLANS
EC-1 THRU
EC-5
EROSION CONTROL PLANS
RF-1
REFORESTATION PLAN
UO-1 THRU
UO-2
UTILITIES BY OTHERS
X-1A
CROSS SECTION SUMMARY SHEET
X-1 THRU X-3
CROSS SECTIONS
C-1 THRU C-4
CULVERT PLANS
SUPERELEVATION:
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH
STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
SECTIONS.
SHOULDER CONSTRUCTION:
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01
GUARDRAIL:
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
TEMPORARY SHORING:
SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC WILL BE PAID FOR AS
"EXTRA WORK" IN ACCORDANCE WITH SECTION 104-7.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE
Duke Energy - Power
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
RIGHT OF WAY MARKERS:
ALL RIGHT OF WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.
.a

BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
----- -----
City Line
Reservation Line
Property Line
Existing Iron Pin
O
Computed Property Corner
Property Monument
EC
Parcel/Sequence Number
@
Existing Fence Line
-x x X-
Proposed Woven Wire Fence
e
Proposed Chain Link Fence
El
Proposed Barbed Wire Fence
'D
Existing Wetland Boundary
- - - -WLB- - - -
Proposed Wetland Boundary
WLB
Existing Endangered Animal Boundary
EAB
Existing Endangered Plant Boundary
EPB
Existing Historic Property Boundary
HPB
Known Contamination Area: Soil
S -
Potential Contamination Area: Soil
- S :�!c -
Known Contamination Area: Water
w
Potential Contamination Area: Water
- w -
Contaminated Site: Known or Potential
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
O
Sign
S
Well
W W
Small Mine
Foundation
0
Area Outline
Cemetery
fi
Building
School
Church
Dam
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
,S
Buffer Zone 1
Bz I
Buffer Zone 2
Bz 2
Flow Arrow
< -- ---
Disappearing Stream
-- ---
Spring�_-
Wetland
Proposed Lateral, Tail, Head Ditch
FLOW
False Sump
<�>
RAILROADS:
Standard Gauge -
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
Note: Not to Scale *S. U.E. = Subsurface Utility Engineering
CSX TRANSPORTATION
0
MILEPOST 35
0
SWITCH
RIGHT OF WAY & PROJECT CONTROL:
Secondary Horiz and Vert Control Point
Primary Horiz Control Point 0
Primary Horiz and Vert Control Point '
Exist Permanent Easment Pin and Cap 0
New Permanent Easement Pin and Cap 0
Vertical Benchmark X
Existing Right of Way Marker 0
Existing Right of Way Line
New Right of Way LineMV
R
New Right of Way Line with Pin and Cap R
New Right of Way Line with
Concrete or Granite R W Marker
New Control of Access Line with
Concrete C/A Marker
Existing Control of Access
New Control of Access
Existing Easement Line
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb —
'-c'�
A,'
n
-E-
-E-
TDE
PDE
PUE
TUE
AUE
Proposed Slope Stakes Cut
- ___C - -
Proposed Slope Stakes Fill
- - - F
Proposed Curb Ramp
M
Existing Metal Guardrail
T T
Proposed Guardrail
T T T
Existing Cable Guiderail
n P
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION.-
Single Tree
4
Single Shrub
Hedge
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:
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 LOS B
(S.U.E.*)
U/G Power Line LOS C
(S.U.E.*)
U/G Power Line LOS D
(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand
Hole
U/G Telephone Cable LOS B
(S.U.E.*) -
U/G Telephone Cable LOS C
(S.U.E.*) -
U/G Telephone Cable LOS D (S.U.E.*) -
U/G Telephone Conduit LOS
B (S.U.E.*)
U/G Telephone Conduit LOS
C (S.U.E.*)
U/G Telephone Conduit LOS
D (S.U.E.*)
U/G Fiber Optics Cable LOS
B (S.U.E.*)
U/G Fiber Optics Cable LOS
C (S.U.E.*)
U/G Fiber Optics Cable LOS
D (S.U.E.*)
C? C? C? C?
Vineyard
CONC
) GONG WW
GONG HW
>----------<
11 CB
- - -T- - - -
- -T-
T
-TC- - - -
TC
TC
-T FO- - -
T FO
T FO
WATER:
Water Manhole
Water Meter
o
Water Valve
Water Hydrant
U/G Water Line LOS
B (S.U.E*)
- - - -W- - - -
U/G Water Line LOS
C (S.U.E*)
__W___
U/G Water Line LOS
D (S.U.E*)
W
Above Ground Water
Line
A/C Water
i
TV
Pedestal
TV Tower
U/G
TV Cable Hand Hole
"H
U/G
TV Cable LOS B
(S.U.E.*)
- - - -TV- - - -
U/G
TV Cable LOS C
(S.U.E.*)
- -TV- -
U/G
TV Cable LOS D
(S.U.E.*)
TV
U/G
Fiber Optic Cable
LOS B
(S.U.E.*)
- - - -TV FO- - -
U/G
Fiber Optic Cable
LOS C
(S.U.E.*)
- -TV FO-
U/G
Fiber Optic Cable
LOS D
(S.U.E.*)
TV FD
GAS :
Gas
Valve
0
Gas
Meter
U/G
Gas Line LOS B
(S.U.E.*)
- - - - G - - - -
U/G
Gas Line LOS C
(S.U.E.*)
- -G- -
U/G
Gas Line LOS D
(S.U.E.*)
Above
Ground Gas Line
A/C Gas
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
AIG Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A (S.U.E.*)
Abandoned According to Utility Records
End of Information
A/C Sanitary Sewer
- - - -FSS- - - -
- - FSS
FSS
•
0
0
0

tN
Z
_0
_N
LU
T,
0-
Co
L-
0�
O
L-)
�2U
E
C Z
N
O
0 L
00�
N/ LL
\ oU
M o
COMPUTED BY:
RBR
DATE:
1/11/2019
PROJECT REFERENCE NO.
SHEET NO.
17BPa5oR.88
3D -1
NORTH
CARO LI NA DEPARTMENT OF TRANSPORTATION
CHECKED
BY:
VH
B
DATE:
1/11/2019
DIVISION OF HIGHWAYS
Note: Invert Elevations indicated
are for Bid Purposes only and shall not be used for project construction stakeout.
See
"Standard Specifications For Roads and Structures, Section 300-5".
LIST OF PIPES, END WALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
J
O
J
ENDWALLS
,,, a w ED
Cn -
o
ABBREVIATIONS
cn 0 LU gy m
w a g o J o
(n z
STATION
z
p
z
z
DRAI NAGE PI PE
C.S. PIPE
R.C. PIPE
R.C. PIPE
H z LL J 0
z 0 N M
FRAME,
0
STD. 838.01
JLUa
>
>
w
>
w
(RCP, CSP, CAAP, HDPE, or PVC)
CLASS II I
CLASS IV
J =
0 a~+
GRATES,
i" n
w
o
C.B.
CATCH BASIN
v
>
-
w
w
v
Z
o
Z
0
838.11 OR
0�
LL N p Z
AND HOOD
Nco
N.D.I.
c�
w
a
N
w
N
w
STD.838.80
a a
STANDARD
Z
N
c
N
o
NARROW DROP INLET
N
aw
O
z
z
O
o
o
(UNLESS
=
c�
840.03
U
o
o
o
CO
v'
N
v
ti
o
D.I.
DROP INLET
J
—
—
N
NOTED
m
N
N
N
o
m
N
o
o
G.D.I.
GRATED DROP INLET
v
a
v
a
OTHERWISE)
n
o
co
0
��
co
0
co
co
Cn~
cn
LU
a
N
ots
N
o
G.D.I.(N.S.)
NARROW SLOT
( )
LIN.
z
z
FT.
c
o
N
0
0
0
o
LU
cg
z
�
n
J.B.
JUNCTION BOX
SIZE
a
12
15
18
24
30
36
42
48
12
15
18
24
30
36
42
48
12
15
18
24
30
36
42
48
12
15
18
24
30
36
42
48
O
O
CU.YARDS
�qtr
oo
a
�
ti
�
00
�
rn
�
o
=
_
MCn
-
M.H.
MANHOLE
O
J
d
n
d
tNi
n
0-
Q
v=
w
LU
a
w
S
N
fn
>
fn
>
w
a
w
a
o
"'
A
B
6
N
o
o
n
0
0
0
v
°O
o
0
v
0O
0
o
v
0O
0
Q
0
O
o
o
0
O
m
w
J
w
a
m
J
v
LL
Z
T.B.D.I.
TRAFFIC BEARING
DROP INLET
THICKNESS
>
>
>
Cn
>
v
LU
>
>
z
z
�
o
w
>
o
o
TYPE OF
z_
v
cn
a
cn
m
cn
pLL-LL-
<
<
M
a
a
Y
�_
�
a
T.B.J.B.
TRAFFIC BEARING
OR GAUGE
o
z
0
z
0
0(0
to
to
to����
a
a
w
w
a
a
a
o
GRATE
w
N
v
w
w
w
w
"'
>
�
Z
Z
o
0
0
0
0
0
0
o
a
a
0
0
U
C6
=
Q
�
oo�o
C9
m
O
JUNCTION BOX
LL
o
o
O
0
O
0
Ci
a
a
w
o
w
o
�
U
V
W
=
Z
n
z
m
o
Q
LL
LL
z
z
p
z
06
�
w
LU
a
c
m
a
a
Cl)
U-
LL
o
0
0
0
0
0
o
Cl)p
m
a
o
0
a
REMARKS
N
a
�
ci
E
F
G
o
c�
o
o
c�
c�
c�
c�
c�
c�
c�
a
13+74 L
CL
0401
0402
217.1
216.8
52

O
w
C
cn
990
oo, �9F
WOODS
JAMES RICHARD WILLIAMS
DB 191 PG 177 J'
_L_
PI StG l0 +92°05
PI StG // +70°75
P1 Sto l3 +07°18
=
19° 05' 44°2" (LT)
� = 47° 02' 10°4" (LT)
0 =
42° 58' 35°2" (RT)
D =
22° 55' 05°9"
D = 66° 37' 22°8"
D =
57° l7' 44°8"
L =
83,32'
L = 70°60'
L =
75°0/'
T =
42°05'
T = 37°43'
T =
39°37'
R =
250°00'
R = 86°00'
R =
l00°00'
Se
= EXIST.
Runof f = 90'
Runoff = 90'
Se = 4%
Se
= 4%
-L—
PI Sto 13+86°74
P1 Sto 15+71°9/
p =
47° 25' 32°9" (LT)
0 = 7° 19' 4I°2" (RT)
D -
57° l7' 44 8"
D - 2° 30' 27 3"
FILL IN SCOUR HOLE WITH CLASS II RIP RAP TO WITHIN 2.0' OF p — °
GORY J° THORNTON, ET UX TBM - 1 �s = NATURAL GROUND. ADD 1.0' OF CLASS B RIP RAP ON TOP OF CLASS II L = 82°77' L = 292°24'
DB 965 PG 720 B RIP RAP. TOP CLASS B RIP RAP WITH ENGINEER APPROVED MATERIAL AND T = 43°92' T = 146°32'
PC I SL 240A PLAT 10 EIP n COMPACT AS NEEDED TO PROMOTE VEGETATION GROWTH AND FILL
N 44°59'44" E VOIDS. GRADE TO DRAIN AND SEED AND MULCH. R = l00°00 R = 2,284°89
27.67' WOODS POPERTY LINE Runoff = 90' Se = EXIST.
WOODS BL-101 CENTERLINE OF CREEK
S / Se = 4%
\ NOTE:
o / � �60 � ARMOR SHOULDERS AND SIDE SLOPES
Iw G 9 S ALONG STRUCTURE WITH ENGINEER APPROVED
R \ �A
TAT RIA+17 FROM
TO 12T . 12 + 0 TO 12 + 53 LT AND
R� / WOODS
WOODS
E I P
BEGIN STATE PROJECT 17BP°5°R°88 0 0� - /
i
-L - PC StG° l0 +50°00 `�?s
3S ° 5%
_ o
�n
�Z
SPECIAL CUT DITCH
EE QETAIL 5� i
+50°00
D S 151 RT
50I RT
WOODS
2
KEVIN C. MALONEY, ET UX
DB 814 PG 794
PC I SL 240A PLAT 10
DETAIL 1
SPECIAL CUT DITCH
( Not to Scale)
Front
Ditch
Natural N� "Ne' Slope
Ground ?'I D F\d
d
Geotextile Min. D =1.0 Ft.
Type of Liner= Class B Rip -Rap Max. d=1.0 Ft.
FROM
STA. 10 + 50
TO
STA. 11 + 95
-L-
LT
FROM
STA. 12 + 50
TO
STA. 13 + 50
-L-
LT
FROM
STA. 12 + 70
TO
STA. 13 + 50
-L-
RT
DETAIL 2
SPECIAL CUT DITCH
( Not to Scale)
Front
o Ditch
Natural �� et Slope
Ground ?'I D F\d
d
Geotextile Min. D =1.5 Ft.
Type of Liner= Class I Rip -Rap Max. d=1.0 Ft.
FROM STA. 13 + 83 TO STA. 14 + 75 -L- LT
FROM STA. 13 + 85 TO STA. 14 + 50 -L- RT
DETAIL 3 � X
FALSE SUMP
( Not to Scale)
o -
E Outside Ditch �J2.0,�
Traffic Flow 20:
GI
S — etc.
S = Ditch Slope Proposed Ditch
STA. 13 + 67 -L- LT
WOODS
+50.00
LP /5' LT
401 LT
39.79' LT
so.
O N
rJ yA7s7'
LESTASS B RIP RAP +75000
EST 7 SY GEOTEXTILE 30EST 2 TONS- RT
.-L- PCC StG° 11 +33°32
FILL SCOUR HOLE
SEE DETAIL
DETAIL 4
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground 2. J rLA Ground
d D
Geotextile B Min. D = 1.0 Ft.
Max. d = 2.0 Ft.
*When B is < 6.0' B = 2 Ft.
Type of Liner= Class I Rip -Rap
FROM STA. 13 + 64 TO STA. 13 + 66 -L- RT
DETAIL 5
SPECIAL CUT DITCH
( Not to Scale)
Front
o� Ditch
Natural Slope
Ground 2. J D t�\a
Min. D = 1.0 Ft.
FROM STA. 10 + 50 TO STA. 11 + 56 -L- RT
DETAIL 6
BANK STABILIZATION
( Not to Scale)
3.0'min.
2.0' NWS
GEOTEXTILE
Type of Liner= CLASS II RIPRAP
7
WASh
SCOUR
-L - PT StG° l t .
N 3° 46' 45°6" W
CLASS II RIP RAP
EST 110 TON
EST 180 SY G O'
SEE DETAIL 6
s
-SPECIAL CUT 'V' DITCH
SEE DETAIL 1
CLASS B RIP RAP
EST 75 TONS
EST 215 SY GEOTEXTILE
CLASS II RIP RAP
EST 80 TONS
EST 125 SY GEOTEXTILE
SEE DETAIL 6
—L— PC StG° 12 +67°81
+67°8/
851 LT
SPECIAL CUT 'V' DITCH
SEE DETAIL 1
CLASS B RIP RAP
EST 50 TONS
EST 150 SY GEOTEXTILE
42'x10' BOTTOMLESS
RCBC ON FOOTINGS
3
JAMES H.ROBERTSON
DB 169 PG 366
WOODS
FALSE SUMP V�
SEE DETAIL 3 Q�
+25°59 N �2 5A
401 LT
50 TAPER
d P _
.•.-
�' �'i
I
N
SPECIAL CUT 'V' DITCH
SEE DETAIL 1
� CLASS B RIP RAP
EST 40 TONS
EST 120 SY GEOTEXTILE
TILE v+
PROPERTY LINE IS B
CENTERLINE OF CREE
WOODS TBM-4
F
+23°2
TBM-2
EXISTING R/W
PROJECT REFERENCE NO
I7BP°5°R°88
ROADWAY DESIGN
ENGINEER
SHEET NO.
4
HYDRAULICS
ENGINEER
pmw—1 Firm License No. C-1051
223 S. West St, _♦��'
Suite 1100 � b
Raleigh, NC 27603
T 919.380.8750
www.stewartinc.corn
S T E WA R T VHB Engineering NC,Drive,
P.C. (C-3705) 940 Main Campus Drive, Suite 500
00
Raleigh, NC 27606
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALE: 1"=40'
40 20 0 40 80
5
/ SPRING GKttIN tsar HST CHURCH
+75.00 DB 571 PG 32
/5' LT PB 22 PG 142
401 LT
-SPECIAL CUT 'V' DITCH
SEE DETAIL 2
CLASS I RIP RAP
EST 110 TONS
EST 170 SY GEOTEXTILE
WOODS
N� N3/ A 20�.
-10 4
-L- PT StG. l7 +17
R/W MON
O x
0 0 o SR 1609 (POWELLS MILL RDl o
INC.— E - - - - - - EXISTING R/W
0 15' �I WOODS 15" RCP
tsi (TYP)
+ +7, r E I P
7L'�11_1_j
R� �r rr
l5 ND STATE PROJECT 17BP°5°R°88 ,' ,'
40 RT WOODS
+50.00 —L— POC Sto. 14+75°00 /� R/W MON
38°55' RT
+25°59 SPECIAL CUT 'V' DITCH Gq
36°87' RT SEE DETAIL 2 r r
CLASS I RIP RAP
WOODS
EST 75 TONS rr rr l0 `O
EST 120 SY GEOTEXTILE s rr ,r Ati 0Q
cD �O
-L— PRC Sto. 14+25°59 WOODS
,
\—CLASS B RIP RAP SPRING GREEN
EST 2 TONS BAPTIST CHURCH
EST 7 SY GEOTEXTILE DB 716 PG 945
DB 928 PG 209
PB 22 PG 142
STANDARD BASE DITCH
SEE DETAIL 4
EST DDE=5 CY
SLOPE = 0.3%
EST 10 TONS
EST 15 SY GEOTEXTILE
/ WOODS RONNEY G° bL-L I ON, ET UX
397
ct PC DI SL8267AGPLAT 14
i
THE CONTRACTOR WILL PROVIDE AT LEAST THREE WEEKS NOTIFICATION TO THE RESIDENT
ENGINEER AND DIVISION ENVIRONMENTAL OFFICER CONCERNING START OF WORK AT THE
PROJECT TO ALLOW FOR APPROPRIATE CONTACT WITH PARTIES CONDUCTING THE PRE -CONSTRUCTION
MUSSEL SURVEY AND RELOCATION ACTIVITIES.
FOR -L- PROFILE, SEE SHEET 5
FOR CULVERT PLANS, SEE SHEETS C-I THRU C-4

IOWA
IOWA
III 11MINISSIME a, IF ME, IF I or
IOWA
IOWA
LNWALIPJEEE
IOWA
IOWA
IOWA
in IS jc::=m III In ME III In

9 RM

Moore!