20190529 Ver 2_East Vineyard - Clay County - Revised Plans (Revision)_20190822

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See Sheet i-A Fbr Index of Sheets
LAY COON IY
1342
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1168 ,
NW 1l N.A \
Bevel CF
1348 PROJECT 64
"fiB nss LOCATION
MarsBall 116]
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BB �116 Creek F5 4
VICINITY MAP
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AMAC8979C7943D...
GRAPHIC SCALES
25 12.5 0 25 50
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)
STATE OF NORTH CARO ILA HIGHWAYS
DIVISION OF
CLAY COUNTY
STATB
-All 14-- RE MICI NQ
OROI.N0.--
P. A. PROl.N0.---
DB9CR1%YON
--BTATB
---
-------------
LOCATION. ALONG SR-1353 EAST VINEYARD RD.
TYPE OF WORK: GRADING, PAVING, GABION BASKET WALL AND GUARDRAIL INSTALLATION
PROJECT LENGTH
0.83 MILES
Preporw in the Office of.
DIVISION OF HIGHWAYS
191 Robbinsville Rd., Andrews NC, 28901
2012 STANDARD SPECIFICATIONS
ANDY RUSSELL P.E.
RIGHT OF WAY DATE.
PROJECT ENGINEER
ALAN BROWN
LETTING DATE.
PROJECT DESIGN ENGINEER
HYDRAULICS ENGINEER
---------------------
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
SIGNATURE:
P.E.

OWNER11IM 1�1��►[�jl��lllll'■11��1�I�t��]In1�L:\
1
TITLE SHEET
GENERAL NOTES-. 2018 SPECIFICATIONS
2018 ROADWAY STANDARD DRAWINGS
2
INDEX OF SHEETS, GENERAL
EFFECTIVE-. 01-16-2018
"Roadway
The following Roadway Standards aappear in appeain
NOTES AND LIST OF STANDARDS
1 CARE SHALL BE TAKEN TO PREVENT DAMAGE TO
Standard Drawings" - Highway Design Branch - N.C.
2A
CONVENTIONAL SYMBOLS
EXISTING UTILITIES DURING CONSTRUCTION, ANY
DAMAGE TO THESE UTILITIES SHALL BE REPAIRED
Department of Transportation -Raleigh, N.C., dated
AT THE CONTRACTOR'S EXPENSE.
January 16, 2018 and the latest revision thereto are
3-3A
SUMMARY SHEETS
applicable to this project and by reference hereby are
3B
SURVEY CONTROL SHEETS
2 THE CONTRACTOR SHALL MAINTAIN THE SITE IN A
considered a part of these plans.
MANNER SO THAT WORKMEN AND PUBLIC SHALL BE
STD, NO, TITLE
3C
TYPICAL SECTIONS
PROTECTED FROM INJURY,
WD1-WD4
GABION WALL DETAILS
DIVISION 3 - PIPE CULVERTS
300.01 Method of Pipe Installation
4-9
PLAN SHEETS
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
560.01 Method of Shoulder Construction
EC1-EC9
EROSION CONTROL SHEETS
DIVISION 8 - INCIDENTALS
PM1-PM6
PAVEMENT MARKING PLANS
876.01 Rip Rap in Channels
876.02 Guide for Rip Rap at Pipe Outlets
X1-X67
CROSS SECTIONS -L-
DIVISION 11- WORK ZONE TRAFFIC CONTROL
Y11-Y14
CROSS SECTIONS -Y1-
1101.01 work Zone Advance Warning Signs
0.01 Stationary Work Zone Signs
1101.11 Traffic Tables
Y21-Y29
CROSS SECTIONS -Y2-
Control Design
DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPEMENT
P1-P3
PROFILE SHEETS
1605.01 Temporary Silt Fence
1650.06 Special Stilling Basin
1651.01 Matting Installation

Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
BOUNDARIES AND PROPERTY.•
State Line
County Line
— -
— —
Township Line
— —
City Line
Reservation Line
— — —
Property Line
Existing Iron Pin
O
Property Corner
Property Monument
0
Parcel/Sequence Number
izs
Existing Fence Line
—x x x-
Proposed Woven Wire Fence
e
Proposed Chain Link Fence
e
Proposed Barbed Wire Fence
Existing Wetland Boundary
- - - —WLS— - - -
Proposed Wetland Boundary
.Le
Existing Endangered Animal Boundary
E°e
Existing Endangered Plant Boundary
EPe
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or WG Tank Cap
O
G
Sign
°
Well
Small Mine
SZ
Foundation
0
Area Outline
0
Cemetery
0
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 c
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
CONVENTIONAL PLAN SHEET SYMBOLS
FIX, WIMM-1
Standard Gauge
r'
CSX TRANSPoRTATION
RR Signal Milepost
MILEPo5T 35
Switch
F—�
SWITCH
RR Abandoned
— — — —
RR Dismantled
--------
RIGHT OF WAY.-
Baseline Control Point
O
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite RM/ Marker
Proposed Control of Access Line with
Concrete C/A Marker
Existing Control of Access
(A—�
Proposed Control of Access
Existing Easement Line
—E
Proposed Temporary Construction Easement -
E
Proposed Temporary Drainage Easement
TDE
Proposed Permanent Drainage Easement
PDE
Proposed Permanent Drainage / Utility Easement
—DUE -
Proposed Permanent Utility Easement
PUE
Proposed Temporary Utility Easement
TUE
Proposed Aerial Utility Easement
AUE
Proposed Permanent Easement with
O
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES.
Existing Edge of Pavement
Existing Curb -----
Proposed Slope Stakes Cut - -
- C - - -
Proposed Slope Stakes Fill - -
- F - - -
Proposed Curb Ramp
CR
Existing Metal Guardrail
Proposed Guardrail T
T T T
Existing Cable Guiderail
Proposed Cable Guiderail
n n
Equality Symbol
Pavement Removal
VEGETATION.-
Single Tree
Single Shrub
Hedge
Woods Line
Orchard 0 0 0 0
Vineyard^eya a
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box Culvert coNc
Bridge Wing Wall, Head Wall and End Wall - coNc ww
MINOR:
Head and End Wall CONC HW
Pipe Culvert
Footbridge >----------<
Drainage Box: Catch Basin, DI or JB
[]CB
Paved Ditch Gutter -----
Storm Sewer Manhole
OO
Storm Sewer
5
UTILITIES. -
POWER:
Existing Power Pole
y
Proposed Power Pole
V
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
Recorded U/G Power Line
P
Designated U/G Power Line (S.U.E.*) -
- - -P- - - -
TELEPHONE:
Existing Telephone Pole
+
Proposed Telephone Pole
-0-
Telephone Manhole
OO
Telephone Booth
❑'
Telephone Pedestal
❑T
Telephone Cell Tower
U/G Telephone Cable Hand Hole
"H
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*) - ----T
- - - -
Recorded U/G Telephone Conduit
TE
Designated U/G Telephone Conduit (S.U.E.*)-
-
Recorded U/G Fiber Optics Cable
T Pe
Designated U/G Fiber Optics Cable (S.U.E.*)- -
- - -T
WATER:
Water Manhole
OO
Water Meter
o
Water Valve
Water Hydrant
.0
Recorded U/G Water Line
Designated U/G Water Line (S.U.E.*) -
- - -W- - - -
Above Ground Water Line
ADO Water
TV:
TV Satellite Dish
C�
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
"B
Recorded U/G TV Cable
-
Designated U/G TV Cable (S.U.E.*) -
- - -T•-
Recorded WG Fiber Optic Cable
°
Designated U/G Fiber Optic Cable (S.U.E.*r -
- - — Pa -
GAS:
Gas Valve
0
Gas Meter
Recorded U/G Gas Line
--
Designated U/G Gas Line (S.U.E.*) -
- - -G-
Above Ground Gas Line
ADO Gas
SANITARY SEWER:
Sanitary Sewer Manhole OO
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line s5
Above Ground Sanitary Sewer ADO Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
O
Utility Traffic Signal Box
❑s
Utility Unknown WG Line
urL
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. —
CM
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
AATUR
End of Information
E.O.I.

m
END PROJECT
-Y3 - POT STA 11 +72.48
k
r�
REMOVE AND RESET EXIST.
GUARDRAIL RT STA. 10+80.15 TO
STA. 12+32.38 -Y2- ,
-Y3- POT Sta.10+
-Y2- Sta.13+23.
CD
O,
O
0
CD
G
CV
NC Gm
NAD 83 NA 201
TIE TO EXIST. GROUND Y-2 STA.
a 14+50.00
39.80 FT RAD. PROP. EP RT STA.
43+20.43 -L- TO STA. 14+46.03
-Y2- RT
i WL8 �
CLEAR AND GRUB AREA\
�—__EXTEND 12" CSP-44LF PRIOR TO CONSTRUCTION
\\\ — STA. 4 I+00.00 RT -L
TO STA.43+60.06 -L-
\ C\ HGyo
ST STD. 200.02 L
�\\84C9F/ 0
S
M c4 4/V 8
REMOVE E%IS . 4\M'6 0
-x- SPNALT PAVEMENT \ \ S qCT
-L- POT Sta.44+23.18
-Y2- Sta. 13+01.08
MARR PAUL
418 / 104
12
O(p / /
// \ \BjM�
X�OO /REMOVE 450 SY EXIST. ASPHALT—
hI / PAVEMENT LT
STA. 4 I+ 18 TO STA. 43+60 -L-
A I ' 150.00 FT RAD. PROP. EP LT
Q STA.43+55.08 -L- TO STA.
/ 12+71.00 -Y2- RT
/ m
P h
_ _ h`

v I c
\\
9,A \
EXTEND 36" 1:. F
61.5 FT RAD. PROP. EP LT S -- +59.32
STA.39+24.24 -L- TO R PAU3L`12' /W
39+93.01 —L— '418 / 104 +99.82
/ 54.87'
+99.98
61.5 FT RAD. PROP. EP LT 30.00'
STA.37+75.34 -L- TO STA.
39+24.24 -L-
+51.22
F51.22
MARR PAUL
418 / 104
12
CSP
57.4 FT RAD. PROP. EP RT
STA.38+42.68 -L- TO STA.
39.Y9'
38+99.13 -L-
�. +99.31
N0 ONO
NOD 83OA 2011
Pl 9+4 .74
_ l31° -54.9" (LT)
D ° 3/' 08.1"
= 130.54'
+7 92 T = 125.70"
50. 3 ��� = 57.00"
TIE PROP. ASPHALT
PAVEMENT TO EXIST.
+57.79 DRIVEWAY
58.4 FT RAD. PROP. EP RT
STA.38+99.13 -L- TO STA.
39+27.70 -L-
MARR PAUL
418 / 104
12

Ncon
wo u�w p.
MARR PAUL
418 / 104
12
INSTALL 225 LF NEW GUARDRAIL
STD. 862.02
INSTALL GABION BASKET WALL
**SEE DETAIL WD3 AND WD4—
REMOVE EXIST. 31 LF 18" CMP AND
REPLACE WITH 31 LF 18" RCP IV—
PROP. AT-1
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i
I
5
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I I
II
II
11
II
^I E
CD cb
II
II
II
II
II /
I I Ss(
R/W MONo
((
S
REMOVE EXIST. 40 LF/ i"AMP
AND REPLACE WITI'�L0 LF 15
RCP IV j ...
I / \
I I y PROP. GR 50
co co
GARDEN AREA
BEGIN 1:1 CUT SLOPE
APPROX. STA. 32+25.00
THOMASON M
7R4 / 177
DRIVEWAY SHALL BE PAVED O
BACK TO RIGHT OF WAY,
INCIDENTAL STONE WILL BE
USED TO TIE DRIVEWAY IN
BEYOND RIGHT OF WAY
- - 0 (/ 7
REMOVE AND REPLACE 20
LF 12" DRIVEWAY PIPE
MARR PAUL
418 / 104
12
DRIVEWAY SHALL BE PAVED
BACK TO RIGHT OF WAY,
INCIDENTAL STONE WILL BE
USED TO TIE DRIVEWAY IN
BEYOND RIGHT OF WAY

NC GRO
Nno 834NA 231
9
J,SFF2y
S
P1 Sto 27 +25.00
A =
14° 07' 02.6" (RT )
D =
2° 57' 36.1"
L =
476.93'
T =
259.68'
R =
1,955.65"
DIMLING jum
396 / 66
A
10
DRIVEWAY SHALL BE PAVED
PTO U
�AY
USEINCI
USED TO
BEYOND RIGHT OF WAY
+85.32
30.00' /
0O
l(bk i
/pQ
/ +85.17
30.00' ROGERS BOBBY A
205 / 239
v` O
SLIGH J MICHAEL
248 / 150
CONC. MON.
INSTALL 125 F NEW GUARDRAIL
STD. 862.0
INSTALL GABION BASKET WALL
• SEE DETAIL WDI AND WD2
/ PROP. AT -I
IS 4L-1
/
/
END 1:1 CUT SLOPE
APPROX. STA. 26+50.00
MARR PAUL
384 / 176 v
�y
2 �^
s�
PROP. GRAU IS
62.25 ��✓��f j// '3 O
Q
"visor.
. 'Cr .
i
END 1:1 CUT SLOPE
APPROX. STA. 28+00.00
BEGIN 1:1 CUT SLOPE
APPROX. STA. 27+00.00
30200' JURISDICTIONAL STREAfvLB
REMOVE EXIST. 41 LF 18" CMP
AND REPLACE WITH 41 LF 18"
RCP IV
THOMASON MELISSA H
384 / 177
0

k SHED
�i
O
i
O�
REPAIR GRAVEL DRIVEWAY
x
y
FF sq
1pyFF2y"o
0
O
BEGIN 1:1 CUT SLOPE
Al
/ o / / / APPROX. STA. 23+00.00
ENTRANCE WITH INCIDENTAL
STONE TO MATCH NEW
ROADWAY CONSTRUCTION
OFF sq,�
9 .�

0
0 .
0
CD
0
i EHJ
O
�0-
P1 StG 12 +67.46 I SF D
L = 7° 00' 08.8" (LT)
D = 3° 36' 31.0"
L = 194.05"
T = 97.14'
R = 1,587.75"
CLEAR AND GRUB AREA
PRIOR TO CONSTRUCTION
STA. I 1+62.20 RT -Y I -
TO STA. 14+70.00 RT -L-
STD. 200.02
TIE IN PROP. ASPHALT \
PAVEMENT AT STA.
11+94.62 -L-
53 FT RAD. PROP. EP RT
STA. 12+27.35 -Y I- TO
I STA. 13+72.42 -L-
�F
\
TIE IN PRO ASPHALT
PAVEMENT A : STA.
i h, 11+62.20 -YI-
i ISFD
/ -YI- POT Sta.13+34.
-L- Sta. 12+67.13 �Q
/ L�(fE IONS CLASS B
RIP ND 64 SF
00 FILTER FABRIC SCOUR v �0
10 PROTECTION IN DRAINAGE N� \
_\ AREA
� 0 \
BEGIN PROJECT
-L - POT STA /0 +00.00
SHED
Pi

PROJECT REFERENCE NO. I SHEET NO.
WBS: 80047 I WD 1
0
2070
2065
2060
2055
WALL ENVELOPE
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2050 29+35 -L- 29+25 -L-
29+00 -L-
28+75 -L-
Z7Z
Z65
060
055
050

SHEET NO.
WD 2
1
2
3
4
0 00
OUTSIDE FACE OF GABION PROP, EP
APPROX. b FT /
GABION WALL TYP.
WATER SURFACE
EXIST. GROUND LINE
NOTES TO CONTRACTOR:
GABIONS ARE TO BE FILLED WITH THE SIZE AND TYPE OF
STONE AS OUTLINED IN THE PROJECT SPECIAL PROVISIONS
OVERLAP FABRIC AT MINIMUM 18" OR AS DIRECTED BY THE
ENGINEER
TYPICAL GABIONS ARE 3 FT. HEIGHT BY 3 FT. DEPTH BY 6
OR 12 FT LENGTHS. GABION LENGTHS MAY NEED TO BE
MODIFIED TO FIT THE WALL PARAMETERS
USE GABION RETAINING WALL BETWEEN STA. 28+75 —L— TO
STA. 29+35 —L— OR AS DIRECTED BY THE ENGINEER
+ 0.01 FT/FT
ROADWAY EMBANKMENT FILL
� II
TYPE 4 GEOTEXTILE
/FINISHED GRADE SEE ROADWAY PLANS
-0.03 FT/FT
EXIST. GROUND LINE
PAY ITEMS
GABION RETAINING WALL = 360 SQ. FT.1
GABIONS
LENGTH
WIDTH
HEIGHT
TYPE "A"
12' X
3' X
3'
TYPE "B"
6' X
3' X
3'
GABIONS APPROX. VOLUME OF QUANTITY
STONE (CU. YDS.)
TYPE "A" 4 14
TYPE "B" 2 2
TOTAL VOLUME OF STONE = 60 CU. YDS.

PROJECT REFERENCE NO.
SHEET NO.
2070 BEGIN GABION BASKET
WALL STA.31.75 -L-
EL.- •2063.50�
CjI_
EXISTING GROL
TOP OF PROP. GABION APPROXIMATE WALL LENGTH 156 FT
BUILD AROUND EXIST. IB'CMP AT STA. 31.97.35 BASKET WALL EL,
**CONSTRUCT SO EXISTING PIPE IS NOT PERCHED •2063.50 FT
END GABION BASKET
WALL STA.33.31-L-
EL: •2063.50
BOTTOM OF PROP
2055 GABION BASKET
WALL EL,
•2057.50 FT I
2050 31+75 -L-
0
EXISTING S I HLAM JUHF AL.t
I
32+00 -L-
I
32+50 -L-
I
33+00 -L-
I
33+31 -L-

SHEET NO.
WD 4
1
2
3
4
OUTSIDE FACE OF GABION,,PROP. EP
APPROX. b FT /
GABION WALL TYP. 72.5 FT -0.02 FT/FT
ROADWAY EMBANKMENT FILL
WATER SURFACE _ E
EXIST. GROUND LINE
\ ■
NOTES TO CONTRACTOR:
GABIONS ARE TO BE FILLED WITH THE SIZE AND TYPE OF
STONE AS OUTLINED IN THE PROJECT SPECIAL PROVISIONS
OVERLAP FABRIC AT MINIMUM 18" OR AS DIRECTED BY THE
ENGINEER
TYPICAL GABIONS ARE 3 FT. HEIGHT BY 3 FT. DEPTH BY 6
OR 12 FT LENGTHS. GABION LENGTHS MAY NEED TO BE
MODIFIED TO FIT THE WALL PARAMETERS
USE GABION RETAINING WALL BETWEEN STA. 31+75 —L— TO
STA. 33+31 —L— OR AS DIRECTED BY THE ENGINEER
TYPE 4 GEOTEXTILE
/FINISHED GRADE SEE ROADWAY PLANS
-0.02 FT/FT EXIST. GROUND LINE
PAY ITEMS
GABION RETAINING WALL = 936 SQ. FT.I
GABIONS
LENGTH
WIDTH
HEIGHT
TYPE "A"
12' X
3' X
3'
TYPE "B"
6' X
3' X
3'
GABIONS APPROX. VOLUME OF QUANTITY
STONE (CU. YDS.)
TYPE "A" 4 38
TYPE "B" 2 2
TOTAL VOLUME OF STONE = 156 CU. YDS.
0 00