20210302 Ver 1_Meeting Request Review Doc Attachment_20210208

MARBLE CREEK

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

PROJECT LENGTH
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.
GRAPHIC SCALES HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
2:40:00 PM17BP.R167.190170_Rdy_tsh.dgn4/27/2018CONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA S PORTTIONTATEOFNRTCAR
O
LI
NAVICINITY MAP
75% SUBMITTAL PLANS
See Sheet 1A For Index of Sheets (Not Included)
10 15
CHEROKEE COUNTY
117BP.14.R.167
17BP.14.R.167 N/A PE
MOUNTAIN
RI
V
E
R
SMOKEY
19
129
74
1422
13731372
1370
1426
1554
1370
1411
1371
1366
1366
VALLEYS
mith
R
d.
T o mo tla Rd .
Old Tomotla Rd.Old Block Plant RdLOCATION
PROJECT
TO OLD TOMOTLA RD
END BOX CULVERT
-L- STA. 11+75.93
BEGIN BOX CULVERT
-L- STA. 11+54.06
CREEKMARBLE

0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
00
=ADT
=V
2000
20 MPH*= 0.054 MI
= 0.004 MI
= 0.058 MI
LENGTH ROADWAY PROJECT 17BP.14.R.167
LENGTH STRUCTURE PROJECT 17BP.14.R.167
TOTAL LENGTH PROJECT 17BP.14.R.167

PROJECT ENGINEER
PROJECT DESIGN ENGINEER
DIVISION 14 BRIDGE PROGRAM MANAGER
40 VPD
TO THE LIMITS ESTABLISHED BY METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED OL
D BL
OCK
P
L
ANT RDS
R 14
1
1
-L- Sta. 10+05.00
BEGIN TIP PROJECT 17BP.14.R.167
TO DEAD END-L- Sta. 13+10.00
END TIP PROJECT 17BP.14.R.167
-L-17BP.14.R.167REPLACEMENT OF EXISTING BRIDGE No. 170
OVER MARBLE CREEK ON SR 1411 (OLD BLOCK PLANT RD)
GRADING, DRAINAGE, WIDENING, CULVERT AND
PAVEMENT MARKINGS
JOSH DEYTON, PE ROADS (ADT<400)
LOW-VOLUME LOCAL
DESIGN OF VERY
AASHTO GEOMETRIC
SPEED INVESTIGATION
* BRIDGE DESIGN
RONYELL THIGPEN, PE
HOLLY CHRISTENBURY, PE
JUNE 29, 2018
JANUARY 27, 2026
1020 20 40
24 4 8
20 10 0 20 40
-L- POC Sta. 13+50.00
END CONSTRUCTION
LICENSE NO. F-0165
FAX: [phone]
TEL: [phone]
RALEIGH, NC 27601
SUITE 1500
434 FAYETTEVILLE STREET
WSP USA
See Sheet 1B For Symbology Sheet
2012 STANDARD SPECIFICATIONS
LETTING DATE:
RIGHT OF WAY DATE:
NCDOT CONTACT:NCDOT CONTACT:
PREPARED IN THE OFFICE OF:
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NSRS 2007NAD 83/
1B17BP.14.R.167
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
C
F
Existing Easement Line
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I
]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
*S.U.E. = Subsurface Utility Engineering
WLB
EIP BECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
SHEET NO.PROJECT REFERENCE NO.

Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
TUE
DUE
AUE
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
C
A
HPBExisting Historic Property Boundary
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.*)
P
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.*)
T
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.*)
TC
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.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
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.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
New Right of Way Line
Concrete or Granite R/W Marker
New Right of Way Line with
Concrete C/A Marker
New Control of Access Line with
New Control of Access
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 Easement12/2/2016Computed Property Corner
RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
6/2/992:30:31 PM17BP.R167.190170_Rdy_typ.dgn4/27/2018USE TYPICAL SECTION No. 1 AS FOLLOWS:
PAVEMENT SCHEDULE
NOTE: ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE SHOWN.
EARTH MATERIALT
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
17BP.14.R.167
FROM -L- STA. 10+05.00 TO -L- STA. 13+10.00
TYPICAL SECTION No. 1 X-SECTI
ONS2:1 TO 4:1VARI
ES8%
8’-0"2’-0"8’-0"
POINT
GRADE
2’-0"
8%
T
02
THIS LINE
GRADE TO TX-SECTIONS2:1 TO 4:1VARIES
02
8"JJ
C -L-L
GROUND
EXIST.
GROUND
EXIST.
J PROPOSED 8" AGGREGATE BASE COURSE
3’-0"
T
THIS LINE
GRADE TO 8"J
EOT
PROPOSED
TEMPORARY PAVEMENT DETAIL
0’-0" TO 9’-0"
VARIES
SHORING
TEMPORARY
VARIES
FROM -L- STA. 11+13.26 LT. TO -L- STA. 12+44.97 LT.
NOTE: SEE SHEET TMP-4 FOR PLAN DETAILS
2A-1
USE IN CONJUNCTION WITH TYPICAL SECTION No. 1:
LICENSE NO. F-0165
FAX: [phone]
TEL: [phone]
RALEIGH, NC 27601
SUITE 1500
434 FAYETTEVILLE STREET
WSP USA
S
S
T
TABITHA B. ASHE
AND WIFE
DENNIS C. ASHE
DB 1404 PG 533
SEPTIC TANK
LOCATION
DRAIN FIELD
APPROX. SEPTIC
LAWN
NO #
DUKE ENERGY
SOI
L#1363/1
12" CMP
BL-2
CL1
N1
BD2
S
BD3
HGT. 1606.37’
O/H WIRE
W1
S
BD1
S1 BD4
CL2
E1
#1
3
6
3 /
2
4’ WE
L
DE
D WI
RE
1SF BUSDECK
WOODEN
STONE WALK
DECK
WOODEN
CONC. PAD
SCALE RAMP
BST
12’-20’ SOIL
SR
14
11
OLD
BLOCK PLANT ROAD
BL-1
GRAVEL 18"
C
M
PBRUSH
TREE SCREEN
18
" CMP
7’ MTL SIGN
GATE4’ MTLSR 1370OLD TOMOTLA ROADBST
MAINTAINED R/W
MAINTAINED R/W
14.0
0’
BM #1
GRASS
AUTO SALVAGE YARD
7’ CHAIN LINK GATE 7’ CHAIN LINK36" CMP
GATE3’ MTL
SOI
L#1363/3
DIRECTIONAL12" DUCT. IRON
12" DUCT. IRONCONC.INV=1586.17’
TOP=1587.65’
DI
1S
MT
L BUS
JACOB ANDERSON
DB 1407 PG 1036
CONC.RAMP
BST
WALL
.CONC
BM #2
BL-3
S 3803 ’28" W198.17’
SPRING
WOODS & BRUSH
MURPHY VENTURES, LLC
DB 1500 PG 911
2SFD
SHED
GR
LAWN
WELDED WIREMAINTAINED R/WMAINTAINED R/W12" CMPBL-4UTILITY OWNERS
LANCASTER, SC 29720
217 CRAIG MANOR ROAD
DUKE ENERGY CAROLINAS
MURPHY, NC 28906
76 S. CHURCH ST.
FRONTIER COMMUNICATIONS
JAMES EXUM
DB 1417 PG 280N 2056’28" E263.76’MARBLE CREEK
14.
0
0’
12’
+25
20’
+25
9’
+55.75
12’
+50
EX. R/W
+05
9’
+05
20’
+85
25’
+85
20’
+40
35’
+40
45’
+40
70’
+52
45’
+90
25’
+90
9’
+11.64
25’
+35
9’
+35
9’
+67.89
20’
+10
9’
+10
EX. R/ W
+10
EX. R/ W
+10
9’
+10
17’
+10
9’
+01
9’
+67.89
28’
+25
EX. R/ W
+17.19
32’
+00
60’
+90
75’
+70
25’
+00
38’
+80
20’
+50
EX. R/ W
+50
EX. R/W
+05
EX. R/W
+50
50’TRANSI
TI
ON16’11’ INC
-L- PCC Sta. 10+55.75
+5
9
.
4
2
11’ INC
R=10’
R=10’
BEGIN BOX CULVERT
-L- STA. 11+54.06
END BOX CULVERT
-L- STA. 11+75.93
+44.64
-L- POT Sta. 15+01.89
-L- PT Sta. 14+39.06
-L- POC Sta. 13+10.00
END TIP PROJECT 17BP.14.R.167
-L- PRC Sta. 12+11.64
-L- PC Sta. 13+00.67
-L- PT Sta. 12+67.89
-L- PC Sta. 10+00.00
-L- POC Sta. 10+05.00
BEGIN TIP PROJECT 17BP.14.R.167
100’
TRANSITION
01
0
0
0
1
0
2
0
3 04040302 01
01
00 02
03
0201000102EXIST.16’EXIST.
e = 4%
Ds = 20mph
Ro = 44’
CURVE DATA -L-
D
L = 55.75’
T = 28.22’
R = 147.00’
PI Sta 12+40.10
D
L = 56.25’
T = 28.46’
R = 150.00’
PI Sta 13+77.92
D
L = 138.39’
T = 77.25’
R = 125.00’
e = MATCH EXIST.e = MATCH EXIST.
Ds = 20mph
e = 3.6%
Ro = 39.6’
PI Sta 10+28.22 PI Sta 11+48.02
D
L = 155.89’
T = 92.27’
R = 116.00’
-L- POC Sta. 13+50.00
END CONSTRUCTION
4 17BP.14.R.167 NAD 83/ 2011DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2:19:16 PM17BP.R167.190170_Rdy_psh_04.dgn4/27/20188/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0165
FAX: [phone]
TEL: [phone]
RALEIGH, NC 27601
SUITE 1500
434 FAYETTEVILLE STREET
WSP USA
RETAIN
RETAIN
SEE DETAIL B
LINE w/RIPRAP
STA. 11+73 TO 12+50 -L- RT
SPECIAL LATERAL BASE DITCH
SEE DETAIL A
STA. 10+25 TO STA. 10+85 -L- LT
SPECIAL LATERAL ’V DITCH
18" RCP-IV 3.0" BURIED7 SYFF
2 TONS
CL B RIP RAP
REMOVE
2-24" RCP-IV
RETAIN
SEE DETAIL A
STA. 10+50 TO STA. 11+50 -L- RT
SPECIAL LATERAL ’V’ DITCH
SEE DETAIL A
STA. 12+50 TO 13+10 -L- RT
SPECIAL LATERAL ’V’ DITCH
RETAIN
F
F
F
F
F
FCCCCCC
C
C
F
F
C
-L-
1,552
1,556
1,560
1,564
1,568
1,572
1,576
1,580
1,584
1,588
1,592
1,596
1,600
1,604
10 11 12 13 14 15
BENCHTIE SET IN 24" SYCAMORE
BL STATION 7+38.84 10.38 RIGHT
N 538407 E 505699
BM2 ELEVATION = 1590.75
BENCHTIE SET IN 10" TRIPLE HICKORY
BL STATION 9+41.89 2.88 LEFT
N 538364 E 505878
BM1 ELEVATION = 1592.82
17BP.14.R.167 5
1,552
1,556
1,560
1,564
1,568
1,572
1,576
1,580
1,584
1,588
1,592
1,596
1,600
1,604
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0165
FAX: [phone]
TEL: [phone]
RALEIGH, NC 27601
SUITE 1500
434 FAYETTEVILLE STREET
WSP USA
PI = 10+65.00
EL = 1,589.77’
(-)0.5679%(+)5.0797%
VC = 100’
K = 18
PI = 11+55.00
EL = 1,594.34’
(+)5.0797%(-)4
.8
0
00
%
VC = 75’
K = 8
PI = 12+45.00
EL = 1,590.02’
VC = 100’
K = 17
(-) 0.8800%
(-) 2.2000%
(-) 3
.6857
%
(-) 0.2923%(-)
6
.
04
3
5
%(+) 0.3077%
(+) 8.8800%(+) 1.3200%(+) 2.0400%(-)4
.
80
0
0%
(+)1.0370%PI =10+25.0001,589.49PI =10+50.000El = 1,589.27PI =10+50.0001,589.09PI =10+85.000El = 1,587.80PI =10+85.0001,588.50PI =10+50.0001,587.61PI =11+73.000El = 1,586.22PI =12+25.000El = 1,586.38PI =12+50.000El = 1,588.60PI =13+00.000El = 1,589.26PI =13+25.0001,589.77Ds = 20 MPH
Ds = 20 MPH
Ds = 20 MPH
EL. 1590.11’
BEGIN GRADE
-L- Sta. 10+05.00
EL. 1590.69’
END GRADE
-L- Sta. 13+10.00
GRADE
PROPOSED
GROUND
EXISTING
CULVERT HYDRAULIC DATA
= 200
= 2*
= 1588.6
= 1000
= 1591.3
= 500
= 10
= 1590.3
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
= 1005/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
1:58:25 PM17BP.R167.190170_Rdy_pfl_05.dgn4/27/2018
TMP-1
SHEET NO.
INDEX OF SHEETS
SHEET NO.TITLE
APPROVED:
DATE:
TMP-1 TITLE SHEET, VICINITY MAP AND INDEX OF SHEETS
ROADWAY STANDARD DRAWINGS AND LEGEND
BEGIN PROJECT
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
TRANSPORTATION MANAGEMENT PLAN
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSTRAFFIC CONTROL PROJECT ENGINEER
TRAFFIC CONTROL PROJECT DESIGN ENGINEER
STATE TRAFFIC MANAGEMENT ENGINEER
TRAFFIC CONTROL DESIGN ENGINEER
N.C.D.O.T. WORK ZONE TRAFFIC CONTROL
PHONE: [phone] FAX: [phone]
750 N. GREENFIELD PARKWAY, GARNER, NC 27529 (DELIVERY)
1561 MAIL SERVICE CENTER (MSC) RALEIGH, NC 27699-1561

DEPARTE
N

O
F ANSPORTA TIONTAE
OF NORTH
ROL
NA

WORK
Z
ONE TRAFFIC
CONTROLDIVISION OF
HI
GHW
A
YS
T
S CAI
M
TTR

WORK ZONE SAFETY & MOBILITY
ONFOETATS
DEP
ARTMENT
OFTRANSPORTATIONANILORACHTR
NFOETATS
DEP
ART
MENTOFRATNSPORTATIONANILORACHTRO
"from the MOUNTAINS to the COAST"
TEMPORARY TRAFFIC CONTROL PHASE I
TEMPORARY TRAFFIC CONTROL PHASE II
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1001 Morehead Square Dr.
Suite 610
Charlotte NC, 28203
NC LIC. NO. F-0165
END PROJECT
TMP-3
CHEROKEE COUNTY
PROJECT: 17BP.14.R.167TMP-2
GENERAL NOTES AND WRITTEN PHASING
TMP-4
TMP-5
-L- STA. 13+10 +/-
-L- STA. 10+05 +/-
SR 1411
LEGENDROADWAY STANDARD DRAWINGS
TITLESTD. NO.
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
FLAGGER
TRAFFIC CONTROL DEVICES
CONE
DRUM
STATIONARY SIGN
PORTABLE SIGN
CHANGEABLE MESSAGE SIGN
STATIONARY OR PORTABLE SIGN
SKINNY DRUM
BARRICADE (TYPE III)
TEMPORARY SIGNING
LAW ENFORCEMENT
TEMPORARY CRASH CUSHION
DIRECTION OF TRAFFIC FLOW
NORTH ARROW
GENERAL
EXIST. PVMT.
PROPOSED PVMT.
DIRECTION OF PEDESTRIAN TRAFFIC FLOW
WORK AREA

DRAWINGS & LEGEND
ROADWAY STANDARD
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
ARE CONSIDERED A PART OF THESE PLANS:
DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
1150.01 FLAGGING DEVICES
1135.01 CONES
1130.01 DRUM
1110.02 PORTABLE WORK ZONE SIGNS
1110.01 STATIONARY WORK ZONE SIGNS
1101.11 TRAFFIC CONTROL DESIGN TABLES
1101.02 TEMPORARY LANE CLOSURES
FLASHING ARROW BOARD
TRUCK MOUNTED ATTENUATOR (TMA)
1101.01 WORK ZONE ADVANCE WARNING SIGNS
TMP-2

TEMPORARY PAVEMENT MARKING

PAINT (4")
PA WHITE SOLID EDGE LINE
1180.01 SKINNY-DRUM
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1205.02 PAVEMENT MARKINGS - TWO-LANE AND MULTI-LANE ROADWAYS
1170.01 POSITIVE PROTECTION
1145.01 BARRICADES - TYPE III
1261.01 GUARDRAIL AND BARRIER DELINEATOR SPACING
1261.02 GUARDRAIL AND BARRIER DELINEATOR TYPES
1262.01 GUARDRAIL END DELINEATION
17BP.14.R.167
SHEET NO.PROJ. REFERENCE NO.
TRANSPORTATION
MANAGEMENT PLAN
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1001 Morehead Square Dr.
Suite 610
Charlotte NC, 28203
NC LIC. NO. F-0165
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
TMP-3

CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE
ENGINEER.

THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN
OR DIRECTED BY THE ENGINEER.

LANE AND SHOULDER CLOSURE REQUIREMENTS

A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.

B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.

C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL.

WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN
TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL.

D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL
OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO
THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED
BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR
EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.

E) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
WITH GUARDRAIL OR BARRIER.

PAVEMENT EDGE DROP OFF REQUIREMENTS

G) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:

BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER.

BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS LESS THAN 45 MPH.

BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
ENGINEER, AT NO EXPENSE TO THE DEPARTMENT.

H) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES
OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING
"UNEVEN LANES" SIGNS (W8-11) 500 FT IN ADVANCE AND A MINIMUM
OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.

TRAFFIC PATTERN ALTERATIONS

I) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY
TRAFFIC PATTERN ALTERATION.

SIGNING

J) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
(3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.

WRITTEN PHASING
GENERAL NOTES AND
GENERAL NOTES
PHASING NOTES

K) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING
TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS.
L) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
TRAFFIC PATTERN.
PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR ROUTE AS SHOWN
IN THE TRAFFIC CONTROL PLANS.
F) CONTRACTOR SHALL PROVIDE ACCESS TO ALL RESIDENCES AT ALL TIMES.
IMPACTING DRIVEWAYS.
COORDINATE WITH PROPERTY OWNERS DURING CONSTRUCTION ACTIVITIES
TRAFFIC BARRIER

M) INSTALL TEMPORARY BARRIER ACCORDING TO THE TRANSPORTATION MANAGEMENT
PLANS A MAXIMUM OF TWO (2) WEEKS PRIOR TO BEGINNING WORK IN ANY
LOCATION. ONCE TEMPORARY BARRIER IS INSTALLED AT ANY LOCATION
PROCEED IN A CONTINUOUS MANNER TO COMPLETE THE PROPOSED WORK
IN THAT LOCATION UNLESS OTHERWISE STATED IN THE TRANSPORTATION
MANAGEMENT PLANS OR AS DIRECTED BY THE ENGINEER.

DO NOT PLACE BARRIER DIRECTLY ON ANY SURFACE OTHER THAN ASPHALT OR
CONCRETE.

ONCE TEMPORARY BARRIER IS INSTALLED AT ANY LOCATION AND NO WORK
IS PERFORMED BEHIND THE TEMPORARY BARRIER FOR A PERIOD LONGER
THAN TWO (2) MONTHS, REMOVE / RESET TEMPORARY BARRIER AT NO
COST TO THE DEPARTMENT UNLESS OTHERWISE STATED IN THE
TRANSPORTATION MANAGEMENT PLANS, TEMPORARY BARRIER IS PROTECTING
A HAZARD, OR AS DIRECTED BY THE ENGINEER.

INSTALL TEMPORARY BARRIER WITH THE TRAFFIC FLOW BEGINNING WITH
THE UPSTREAM SIDE OF TRAFFIC. REMOVE TEMPORARY BARRIER AGAINST
THE TRAFFIC FLOW BEGINNING WITH THE DOWNSTREAM SIDE OF TRAFFIC.

INSTALL AND SPACE DRUMS NO GREATER THAN TWICE THE POSTED SPEED
LIMIT (MPH) TO CLOSE OR KEEP THE SECTION OF THE ROADWAY CLOSED
UNTIL THE TEMPORARY BARRIER CAN BE PLACED OR AFTER THE
TEMPORARY BARRIER IS REMOVED.

N) PROTECT THE APPROACH END OF MOVABLE/PORTABLE CONCRETE BARRIER AT
ALL TIMES DURING THE INSTALLATION AND REMOVAL OF THE BARRIER BY
EITHER A TRUCK MOUNTED ATTENUATOR (MAXIMUM 72 HOURS) OR A
TEMPORARY CRASH CUSHION.

PROTECT THE APPROACH END OF MOVABLE/PORTABLE CONCRETE
BARRIER FROM ONCOMING TRAFFIC AT ALL TIMES BY A TEMPORARY
CRASH CUSHION UNLESS THE APPROACH END OF MOVABLE/PORTABLE
CONCRETE BARRIER IS OFFSET FROM ONCOMING TRAFFIC AS FOLLOWS
OR AS SHOWN IN THE PLANS: (SEE ALSO 1101.05)

POSTED SPEED LIMIT MINIMUM OFFSET
40 OR LESS 15 FT
45 - 50 20 FT
55 25 FT
60 MPH or HIGHER 30 FT

PAVEMENT MARKINGS AND MARKERS

O) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS
ON INTERIM LAYERS OF PAVEMENT AS FOLLOWS:

ROAD NAME MARKING MARKER

P) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A
SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL
APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER.
Q) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING
LINES.
R) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND
MARKERS BY THE END OF EACH DAY’S OPERATION.
ALL ROADS PAINT NONE
IS COMPLETE.
REMOVE LANE CLOSURE DEVICES AND SIGNS AFTER CONSTRUCTIONSTEP 3:
SEE FINAL PAVEMENT MARKINGS PLANS FOR MORE INFORMATION.
PAVEMENT MARKINGS AND SHIFT TRAFFIC TO THE FINAL TRAFFIC PATTERN.
IMPROVEMENTS, INCLUDING FINAL LAYER OF SURFACE COURSE AND FINAL
REMOVE TEMPORARY GUARDRAIL AND INSTALL FINAL ROADWAY STEP 2:
CONSTRUCT IMPROVEMENTS AS SHOWN ON SHEET TMP-5.
AS NEEDED, SHIFT TRAFFIC AND INSTALL TEMPORARY GUARDRAIL AND SHORING.
USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 14 OF 15,STEP 1:
PHASE II
RESPONSIBLE FOR DESIGN, MAINTENANCE, AND OPERATION OF ALL EQUIPMENT.
FOR 24 HOURS FOR THE DURATION OF CONSTRUCTION. CONTRACTOR IS
AUTOMATED FLAGGING OPERATIONS AND DEVICES WILL NEED TO BE ACTIVE NOTE:
COURSE, AS SHOWN ON SHEET TMP-4.
IMPROVEMENTS UP TO, BUT NOT INCLUDING, THE FINAL LAYER OF SURFACE
AS NEEDED, INSTALL TEMPORARY GUARDRAIL AND SHORING. CONSTRUCT
USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 14 OF 15,STEP 3:
DIKES, AS SHOWN ON SHEET EC-06
NEEDED, INSTALL 2-30" TEMPORARY FLEXIBLE PIPES AND IMPERVIOUS
USING ROADWAY STANDARD DRAWING NO. 1101.03, SHEET 8 OF 9, AS STEP 2:
OCCURRING NO MORE THAN THREE DAYS PRIOR TO BEGINNING CONSTRUCTION.
TO ROADWAY STANDARD DRAWING NO. 1101.01 WHERE WORK WILL BE
INSTALL WORK ZONE ADVANCE WARNING SIGNS ON ALL ROADS ACCORDINGSTEP 1:
PHASE I
17BP.14.R.167
SHEET NO.PROJ. REFERENCE NO.
TRANSPORTATION
MANAGEMENT PLAN
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1001 Morehead Square Dr.
Suite 610
Charlotte NC, 28203
NC LIC. NO. F-0165
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
17BP.14.R.167
SHEET NO.PROJ. REFERENCE NO.
TRANSPORTATION
MANAGEMENT PLAN
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1001 Morehead Square Dr.
Suite 610
Charlotte NC, 28203
NC LIC. NO. F-0165
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
AND OPERATION OF ALL EQUIPMENT.
FOR THE DURATION OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DESIGN, MAINTENANCE,
NOTE: AUTOMATED FLAGGING OPERATIONS AND DEVICES WILL NEED TO BE ACTIVE FOR 24 HOURS
AND OPERATION OF ALL EQUIPMENT.
FOR THE DURATION OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DESIGN, MAINTENANCE,
NOTE: AUTOMATED FLAGGING OPERATIONS AND DEVICES WILL NEED TO BE ACTIVE FOR 24 HOURS
-L- STA. 10+05 +/-
BEGIN CONSTRUCTION
FLAGGING OPERATIONS
AND DETAILS FOR AUTOMATED
SHEET 14 OF 15 FOR SIGNS
USE NCDOT RSD 1101.02
50’
TMP-4
PHASE I DETAILS
-L- STA. 12+30 +/-
END CONSTRUCTION
-L- STA. 12+50 +/-
END TEMPORARY PAVEMENT
-L- STA. 11+15 +/-
BEGIN TEMPORARY PAVEMENT
-L- STA. 11+10 +/-
AT-1 ANCHOR UNIT
BEGIN TEMPORARY GUARDRAIL
-L- STA. 12+15 +/-
TYPE 350 ANCHOR UNIT
END TEMPORARY GUARDRAIL
R
Y
FLAGGING OPERATIONS
AND DETAILS FOR AUTOMATED
SHEET 14 OF 15 FOR SIGNS
USE NCDOT RSD 1101.02
50’
R
YSR 1411PLANT ROADOLD BLOCK3’
TEMPORARY SHORING
MIN.
10’
TEMPORARY GUARDRAIL
3’3’1’3’1’MIN.
10’
TO STA. 11+54, 0.2’ RT –
FROM STA. 11+40, 2.1’ LT –
TEMPORARY SHORING
01 QUANTITY = 57 SQ FT
TO STA. 11+91, 2.2’ LT –
FROM STA. 11+80, 0.2’ LT –
TEMPORARY SHORING
02 QUANTITY = 32 SQ FT
TEMPORARY IMPERVIOUS DIKE
TEMPORARY 3O" FLEXIBLE PIPE
TEMPORARY IMPERVIOUS DIKE
17BP.14.R.167
SHEET NO.PROJ. REFERENCE NO.
TRANSPORTATION
MANAGEMENT PLAN
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1001 Morehead Square Dr.
Suite 610
Charlotte NC, 28203
NC LIC. NO. F-0165
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSSR 1411PLANT ROADOLD BLOCKAND OPERATION OF ALL EQUIPMENT.
FOR THE DURATION OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DESIGN, MAINTENANCE,
NOTE: AUTOMATED FLAGGING OPERATIONS AND DEVICES WILL NEED TO BE ACTIVE FOR 24 HOURS
TMP-5
PHASE II DETAILS
R
Y
FLAGGING OPERATIONS
AND DETAILS FOR AUTOMATED
SHEET 14 OF 15 FOR SIGNS
USE NCDOT RSD 1101.02
R
Y
FLAGGING OPERATIONS
AND DETAILS FOR AUTOMATED
SHEET 14 OF 15 FOR SIGNS
USE NCDOT RSD 1101.02
-L- STA. 12+50 +/-
TYPE 350 ANCHOR UNIT
END TEMPORARY GUARDRAIL
-L- STA. 11+10 +/-
AT-1 ANCHOR UNIT
BEGIN TEMPORARY GUARDRAIL
-L- STA. 11+30 +/-
TYPE 350 ANCHOR UNIT
BEGIN TEMPORARY GUARDRAIL
3’1’3’1’MIN.
10’
22’
TO STA. 11+85, 3.8’ LT –
FROM STA. 11+45, 3.2’ LT –
TEMPORARY SHORING
04 QUANTITY = 120 SQ FT
TO STA. 12+00, 17.1’ LT –
FROM STA. 11+25, 14.4’ LT –
TEMPORARY SHORING
03 QUANTITY = 135 SQ FT
MARBLE CREEK

GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET

DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
11/28/2017J:\188360C - 2015 W Divisions Planning & Design On-Call\I188360C Group 3 Bridges\17BP.R167.190170\Hydraulics\CADD\EROSION CONTROL\230_001_17BP.14.R.167_EC1.dgnusrs014160
0
0
PLAN FOR PROPOSED
HIGHWAY EROSION CONTROL
EROSION AND SEDIMENT CONTROL MEASURES
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
Stilling Basin
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Type A
Type B
Type C
A
B
C
Temporary Silt Fence
TSD
Std. #Description Symbol

Temporary Berms and Slope Drains
Rock Inlet Sediment Trap:
1630.03
1630.05
1605.01
1622.01
1633.01
1634.01
1634.02
1635.01
1635.02
1630.04
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-A
Rock Pipe Inlet Sediment Trap Type-B
Temporary Rock Sediment Dam Type A
Temporary Rock Sediment Dam Type B
Temporary Silt Fence
Roadway Standard Drawings

The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
Rock Pipe Inlet Sediment Trap Type A
EC-1
1606.01 Special Sediment Control Fence
1634.01
1634.02
1635.01
1605.01
1630.01
Temporary Berms and Slope Drains
1606.01
1622.01
Special Sediment Control Fence
Riser BasinTIP PROJECT: 17BP.14.R.16917BP.14.R.167
1635.02 Rock Pipe Inlet Sediment Trap Type B
1604.01 Railroad Erosion Control Detail
1607.01 Gravel Construction Entrance
Skimmer Basin

Tiered Skimmer Basin
Infiltration Basin
Special Stilling Basin1630.06
Temporary Rock Silt Check Type-A with
Matting and Polyacrylamide (PAM)
Wattle/Coir Fiber Wattle
Wattle/Coir Fiber Wattle
with Polyacrylamide (PAM)
1630.02
1633.02
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest
1630.05 Temporary Diversion
1630.04 Stilling Basin
1630.03 Temporary Silt Ditch
1630.02 Silt Basin Type B
1630.06 Special Stilling Basin
1631.01 Matting Installation
1632.02
1632.01
Rock Inlet Sediment Trap Type B
Rock Inlet Sediment Trap Type A
1632.03 Rock Inlet Sediment Trap Type C
1633.01
1633.02 Temporary Rock Silt Check Type B
Temporary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream Crossing
EW
CFW
ROADSIDE ENVIRONMENTAL UNIT
Prepared in the Office of:
NAME LEVEL III CERTIFICATION NO.
Reviewed by:
Reviewed in the Office of:
RESOURCES.
RESOURCES DIVISION OF WATER
OF ENVIRONMENT AND NATURAL
THE NORTH CAROLINA DEPARTMENT
AUGUST 3, 2011 AND ISSUED BY
CONSTRUCTION PERMIT EFFECTIVE
BY THE NCG-010000 GENERAL
THE REGULATIONS SET FORTH
CONTROL PLANS COMPLY WITH
THESE EROSION AND SEDIMENT
Designed by:
LOCATION:
TYPE OF WORK:
RANA STANSELL, PE, CFM
30
50
10
3597
Henderonville, NC 28791
693 Mountain Road
CHEROKEE COUNTY
BRIDGE NO. 190170 ON SR 1141 (OLD BLOCK PLANT RD)
OVER MARBLE CREEK
CULVERT AND PAVEMENT MARKINGS
GRADING, DRAINAGE, WIDENING,
2018 STANDARD SPECIFICATIONS
VICINITY MAP
See Sheet 1-A For Index of Sheets (Not Included)
See Sheet 1-B For Symbology Sheet
10 15
MOUNTAIN
RI
V
E
R
SMOKEY
19
129
74
1422
13731372
1370
1426
1554
1370
1411
1371
1366
1366
VALLEYS
mit
h Rd.To mo tla Rd .
Old Tomotla Rd.Old Block Plant RdLOCATION
PROJECT
TO OLD TOMOTLA RD
END BOX CULVERT
-L- STA. 11+76.54
BEGIN BOX CULVERT
-L- STA. 11+54.58
CREEKMARBLEOL
D BL
OCK
P
L
ANT RDS
R 141
1
-L- Sta. 10+05.00
BEGIN TIP PROJECT 17BP.14.R.167
TO DEAD END-L- Sta. 13+10.00
END TIP PROJECT 17BP.14.R.167
-L-
LICENSE NO. F-0165
FAX: [phone]
TEL: [phone]
RALEIGH, NC 27601
SUITE 1500
434 FAYETTEVILLE STREET
WSP USA NSRS 2007NAD 83/

FLOW
A A
WIDTH
PLAN
SECTION A-A
SECTION B-B
B
B
2/3 CHANNEL
STRUCTURAL STONE
SEDIMENT CONTROL STONE
12"
MATTING
EXCELSIOR
MATTING
EXCELSIOR
CLASS B STONE
PAM
INSET A
See Inset A
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
MATTING
EXCELSIOR
CLASS B STONE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
EC-2
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.14.R.167
NOT TO SCALE
TEMPORARY ROCK SILT CHECK TYPE ’A’ WITH
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
TO BE APPLIED TO EACH ROCK SILT CHECK.
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
(4 OZ.)
H = 2’ MIN
1’ MIN
1’ MIN
ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01.
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
NOTES:

SHEET NO.PROJECT REFERENCE NO.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
17BP.14.R.167
SITE DESCRIPTION
SOIL STABILIZATION TIMEFRAMES
STABILIZATION TIME
7 DAYS
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS
IF SLOPES ARE 10’ OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NONE
SLOPES 3:1 OR FLATTER 14 DAYS
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50’ IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
EC-3
EROSION CONTROL PLAN
FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL
REQUIREMENTS IN THE NCDOT BEST MANAGEMENT PRACTICES
BRIDGE REMOVAL AND CULVERT CONSTRUCTION SHALL BE PER
INTO SPECIAL STILLING BASIN(S).
DEWATER AREA BEHIND IMPERVIOUS DIKES
CONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBING
WASHOUT STRUCTURE.
CONCRETE TRUCKS SHALL BE ALLOWED EXCEPT IN THE CONCRETE
USE THE CONCRETE WASHOUT STRUCTURE. NO WASHOUT OF
MAINTAINED BY THE CONTRACTOR. ALL CONCRETE TRUCKS SHALL
IN THE FIELD. CONCRETE WASHOUT STRUCTURE SHALL BE
ACTUAL LOCATION OF THE STRUCTURE SHALL BE DETERMINED
STRUCTURE PER THE NCDOT DETAIL AND SPECIAL PROVISIONS.
CONTRACTOR SHALL INSTALL AN ONSITE CONCRETE WASHOUT
EC-4/CONST.4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.14.R.167
NC GRID
NAD 83 NA 2011
50'TRANSI
TI
ON16'11' INC
-L- PCC Sta. 10+55.75
+
5
9
.
4
2
11' INC
R=10'
R=10'
BEGIN BOX CULVERT
-L- STA. 11+54.06
END BOX CULVERT
-L- STA. 11+75.93
+44.64
-L- POT Sta. 15+01.89
-L- PT Sta. 14+39.06
-L- POC Sta. 13+10.00
END TIP PROJECT 17BP.14.R.167
-L- PRC Sta. 12+11.64
-L- PC Sta. 13+00.67
-L- PT Sta. 12+67.89
-L- PC Sta. 10+00.00
-L- POC Sta. 10+05.00
BEGIN TIP PROJECT 17BP.14.R.167
100'
TRANSITION
01
0
0
0
1
0
2
0
3 04040302 01
01
00 02
03
0201000102EXIST.16'EXIST.
-L- POC Sta. 13+50.00
END CONSTRUCTION18" RCP-IV 3.0" BURIEDREMOVE
2-24" RCP-IV
S
S
T
1
2
3
TABITHA B. ASHE
AND WIFE
DENNIS C. ASHE
DB 1404 PG 533
SEPTIC TANK
LOCATION
DRAIN FIELD
APPROX. SEPTIC
LAWN
NO #
DUKE ENERGY
S
OI
L#1363/1
INV=1588.08'
12" CMPINV=1588.29'
BL-2
CL1
N1
BD2
S
BD3
HGT. 1606.37'
O/H WIRE
W1
S
BD1
S1 BD4
CL2
E1
#
13
63/
2
4' WE
L
DE
D WI
RE
1SF BUSDECK
WOODEN
STONE WALK
DECK
WOODEN
CONC. PAD
SCALE RAMP
BST
12'-20' SOIL
SR
1411
OLD
BLOCK PLANT ROAD
BL-1
GRAVEL
INV=1593.58'18"
C
M
PBRUSH
TREE SCREEN
18
" CMP
INV=1604.08'
INV=1601.48'
7' MTL SIGN
GATE4' MTLSR 1370OLD TOMOTLA ROADBST
-EL-
MAINTAINED R/W
MAINTAINED R/W
14.00'
INV=1590.72'
BENCHTIE SET IN 10" TRIPLE HICKORY
-BL STA. 9+41.89 2.88' LEFT
BM #1 ELEV. 1592.82'
BM #1
GRASS
AUTO SALVAGE YARD
7' CHAIN LINK GATE 7' CHAIN LINK36" CMP
INV=1596.15'
GATE3' MTL
SOI
LINV=1594.62'
#1363/3
DIRECTIONAL12" DUCT. IRON
12" DUCT. IRONCONC.INV=1586.17'
TOP=1587.65'
DI
1S
MT
L BUS
DIRECTIONAL
JACOB ANDERSON
DB 1407 PG 1036
12" RCPCONC.RAMP
BST
WALL
.CONC
BM #2
BL-3
S 38 °03 '2 8" W198 .17'SPRING
WOODS & BRUSH
MURPHY VENTURES, LLC
DB 1500 PG 911
2SFD
SHED
GR
LAWN
WELDED WIREMAINTAINED R/WMAINTAINED R/W12" CMPBL-4INV=1587.34'INV=1587.49'SOILUTILITY OWNERS
LANCASTER, SC 29720
217 CRAIG MANOR ROAD
DUKE ENERGY CAROLINAS
MURPHY, NC 28906
76 S. CHURCH ST.
FRONTIER COMMUNICATIONS
#W-4 11
DUKE ENERGY
-EL-JAMES EXUM
DB 1417 PG 280
BENCHTIE SET IN 24" SYCAMORE
-BL STA. 7+38.84 10.38' RIGHT
ELEV. 1590.75'
BM #2 N 20°56'28" E263.76'MARBLE CREEK
14.00'15821583
1584
1584
1584158515851585158515861586
158615
8
6
1587158
71587
1587158715881588
158815881
5
8
8158815891589
1589
15
891589
158915891589158915891589
1590
1590
15901590159015
90
15
9
0
1590159
01590
159
0
1590159015901590159015
90
1590
1590159015901590159015901590 15901591
159115
9
1
1
5
9
1
159115911591159115911591159115911591 15911592
159215
9
2
1592159215921592159215931593
1593
1593159315931593 159315941594159415
9
4
15941594 15941595
15951595 15951595159515951595
1595159615961596159
615
96
1597159715971597
1598159
8
15981599
1599
159916001600160016001600160116
0
1
160116021
6
0
2
160216031603160316041604160416041605160516051605160616061606
160716071608160816091609F
F
F
F
F
FCCCCCC
C
C
F
F
C
EROSION CONTROL PLAN
EC-5/CONST.4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.14.R.167
NC GRID
NAD 83 NA 2011
STA 12+50 TO STA 13+10 -L- RT
STA 10+50 TO STA 11+50 -L- RT
STA 10+25 TO STA 10+85 -L- LT
PROPOSED DITCH LINE.
EROSION CONTROL IN THE
INSTALL MATTING FOR
STA 11+73 TO STA 12+50 -L- RT
PROPOSED DITCH LINE.
INSTALL RIPRAP IN THE
50'TRANSI
TI
ON16'11' INC
-L- PCC Sta. 10+55.75
+
5
9
.
4
2
11' INC
R=10'
R=10'
BEGIN BOX CULVERT
-L- STA. 11+54.06
END BOX CULVERT
-L- STA. 11+75.93
+44.64
-L- POT Sta. 15+01.89
-L- PT Sta. 14+39.06
-L- POC Sta. 13+10.00
END TIP PROJECT 17BP.14.R.167
-L- PRC Sta. 12+11.64
-L- PC Sta. 13+00.67
-L- PT Sta. 12+67.89
-L- PC Sta. 10+00.00
-L- POC Sta. 10+05.00
BEGIN TIP PROJECT 17BP.14.R.167
100'
TRANSITION
01
0
0
0
1
0
2
0
3 04040302 01
01
00 02
03
0201000102EXIST.16'EXIST.
-L- POC Sta. 13+50.00
END CONSTRUCTION18" RCP-IV 3.0" BURIEDREMOVE
2-24" RCP-IV
S
S
T
1
2
3
TABITHA B. ASHE
AND WIFE
DENNIS C. ASHE
DB 1404 PG 533
SEPTIC TANK
LOCATION
DRAIN FIELD
APPROX. SEPTIC
LAWN
NO #
DUKE ENERGY
S
OI
L#1363/1
INV=1588.08'
12" CMPINV=1588.29'
BL-2
CL1
N1
BD2
S
BD3
HGT. 1606.37'
O/H WIRE
W1
S
BD1
S1 BD4
CL2
E1
#
13
63/
2
4' WE
L
DE
D WI
RE
1SF BUSDECK
WOODEN
STONE WALK
DECK
WOODEN
CONC. PAD
SCALE RAMP
BST
12'-20' SOIL
SR
1411
OLD
BLOCK PLANT ROAD
BL-1
GRAVEL
INV=1593.58'18"
C
M
PBRUSH
TREE SCREEN
18
" CMP
INV=1604.08'
INV=1601.48'
7' MTL SIGN
GATE4' MTLSR 1370OLD TOMOTLA ROADBST
-EL-
MAINTAINED R/W
MAINTAINED R/W
14.00'
INV=1590.72'
BENCHTIE SET IN 10" TRIPLE HICKORY
-BL STA. 9+41.89 2.88' LEFT
BM #1 ELEV. 1592.82'
BM #1
GRASS
AUTO SALVAGE YARD
7' CHAIN LINK GATE 7' CHAIN LINK36" CMP
INV=1596.15'
GATE3' MTL
SOI
LINV=1594.62'
#1363/3
DIRECTIONAL12" DUCT. IRON
12" DUCT. IRONCONC.INV=1586.17'
TOP=1587.65'
DI
1S
MT
L BUS
DIRECTIONAL
JACOB ANDERSON
DB 1407 PG 1036
12" RCPCONC.RAMP
BST
WALL
.CONC
BM #2
BL-3
S 38 °03 '2 8" W198 .17'SPRING
WOODS & BRUSH
MURPHY VENTURES, LLC
DB 1500 PG 911
2SFD
SHED
GR
LAWN
WELDED WIREMAINTAINED R/WMAINTAINED R/W12" CMPBL-4INV=1587.34'INV=1587.49'SOILUTILITY OWNERS
LANCASTER, SC 29720
217 CRAIG MANOR ROAD
DUKE ENERGY CAROLINAS
MURPHY, NC 28906
76 S. CHURCH ST.
FRONTIER COMMUNICATIONS
#W-4 11
DUKE ENERGY
-EL-JAMES EXUM
DB 1417 PG 280
BENCHTIE SET IN 24" SYCAMORE
-BL STA. 7+38.84 10.38' RIGHT
ELEV. 1590.75'
BM #2 N 20°56'28" E263.76'MARBLE CREEK
14.00'
B
BF
F
F
F
F
FCCCCCC
C
C
F
F
C
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
PHASE I PHASE II
17BP.14.R.167 EC-06/CONST.04
11. OPEN NEW ROAD TO TRAFFIC.
PIPES.
10. REMOVE IMPERVIOUS DIKES, SPECIAL STILLING BASIN, AND TEMPORARY 2-30"
7. CONSTRUCT REMAINGNG ROADWAY AND REMOVE TEMPORARY DETOUR.
6. CONSTRUCT PROPSED ROADWAY OVER CULVERT.
5. BACKFILL INSIDE CULVERT WITH STOCKPILED NATIVE MATERIAL.
4. CONSTRUCT SILLS AND BAFFLES IN CULVERT.
ALONG WING WALLS.
3. INSTALL DOWNSTREAM PORTION OF CULVERT INCLUDING WING WALLS, RIP RAP
2. REMOVE EXISTING BRIDGE.
1. DIRECT TRAFFIC ONTO DETOUR ROAD.
6. DEWATER CONSTRUCTION AREA AS NECESSARY INTO SPECIAL STILLING BASIN.
5. CONSTRUCT DETOUR ROADWAY AND TEMPORARY SHORING.
WALLS.
4. INSTALL ALUMINUM BOX CULVERT INCLUDING WINDWALLS, RIPRAP ALONG WING
3. DEWATER CONSTRUCTION AREA AS NECESSARY INTO SPECIAL STILLING BASIN.
IMPERVIOUS DIKES AS SHOWN.
2. INSTALL 2-30" TEMPORARY FLEXIBLE PIPES AS AND CONSTRUCT TEMPORARY
SIDE OF ROAD OVER EXISTING BRIDGE.
1. INSTALL TEMPORARY SHORING/BARRIERS AND DIRECT TRAFFIC ONTO THE SOUTH
CULVERT CONSTRUCTION SEQUENCE STA. 11+65 -L-
DIKE
IMPERVIOUS
DIKE
IMPERVIOUS
DIKE
IMPERVIOUS
DIKE
IMPERVIOUS
STILLING BASIN
15 x 10 SPECIAL
STILLING BASIN
15 x 10 SPECIAL
FLEXIBLE PIPE
TEMPORARY
2-30 INCH
FLEXIBLE PIPE
TEMPORARY
2-30 INCH
MARBLE CREEK
12" CMP
#1363/1
1
3
1584
1584158515861586
15
8
6
158715
8715871588
158815891589
158915891590
1590
159
01590
159015901590 1590159015911591159115
9
4
MARBLE CREEK
12" CMP
#1363/1
1
3
1584
1584158515861586
15
8
6
158715
8
715871588
158815891589
158915891590
1590
15
901590
159015901590 1590159015911591159115
9
4
F
F
F
FC
CFC
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
3:07:15 PM17BP.R167.190170_Rdy_xpl.dgn11/28/2017PROJ. REFERENCE NO.SHEET NO.0
6/23/161585 1585
1590 1590
1595 1595
1600 1600
1605 1605
10+00.00
1585 1585
1590 1590
1595 1595
1600 1600
10+25.00
1585 1585
1590 1590
1595 1595
10+50.00
1585 1585
1590 1590
1595 1595
10+75.00
X-117BP.14.R.167
-L-
2.5 5
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
1590.12
1589.90 4:10.0010.0012:1
1589.63 4:12:1 0.0210.021
1589.27
1.5:1
1589.42
4
:10.0400.040
1588.72 1588.17
2:11.5:1
2:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
3:08:04 PM17BP.R167.190170_Rdy_xpl.dgn11/28/2017PROJ. REFERENCE NO.SHEET NO.0
6/23/161585 1585
1590 1590
11+00.00
1585 1585
1590 1590
1595 1595
11+25.00
1585 1585
1590 1590
1595 1595
11+50.00
1585 1585
1590 1590
1595 1595
11+75.00
1590 1590
1595 1595
12+00.00
X-217BP.14.R.167
-L-
2.5 5
1589.47 4:10.0400.040
1588.76
2:12:1
1590.02
0.0400.040
1588.68
2:13.5:12.4:1
1591.15
0.0400.040
3.4:1 3.4:12:1
1587.61
1586.93
0.0330.033
1586.23
4:1
3.6:11590.88
0.0110.011
1586.31
1.5:13:1
2.6:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
3:08:46 PM17BP.R167.190170_Rdy_xpl.dgn11/28/2017PROJ. REFERENCE NO.SHEET NO.0
6/23/161590 1590
12+25.00
1590 1590
12+50.00
1590 1590
12+75.00
1590 1590
13+00.00
1590 1590
13+25.00
1590 1590
13+50.00
X-317BP.14.R.167
-L-
2.5 5
1590.51
0.0120.012
1586.38
3:1
1.5:12:11590.24
0.0250.030
1588.60
2:12:11590.35 2:10.0020.030
1588.93
2:1
1590.57 2:10.0200.030
1589.26
2:1
1590.90
1591.36