20210299 Ver 1_Meeting Request Review Doc Attachment_20210208

END PROJECT
BEGIN PROJECT
SR (1392)Upper Burningtown RdSR
(1387)Bur
ni
ngt
own RdUpper
SR (1396)Creek RdRay
Falls RdBurningtownSR (1395)Falls LnBurningtown
Falls Rd
Burningto
wn
SR (1395)
Cove
RdWildsS
R (1393)Cre e k Rd
Yo u n c e
SR (1 3 9 0 )
Burningtown Rd
Upper
Olive Hill Rd
S
R (1387)CreekBurningtownPR OFESSIONA
L
E
NGINEER
040590
SEAL
NORTHCAROLINA
AMRAHS TNAHS
RIH
S
0
PROFILE (HORIZONTAL)
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
PROJECT ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)DEPARTMEN
T
O
F
TRA N S PORTATIONSTATE O F NORT
H CAR
O
LI
NA1020 20
2001020
4 2 0 4 8
PLANS PREPARED FOR THE NCDOT BY:

VICINITY MAP
N.T.S.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
40
P.E.
40
NCDOT CONTACT:
PROJECT LENGTH
DHV
D
T
V
=
=
=
=
=MPH
ADT
=ADT
DESIGN DATA
SIGNATURE:
P.E.
P.E.
ENGINEER
HYDRAULICS
SIGNATURE:
ENGINEER
DESIGN
ROADWAY
washamerR:\Roadway\Proj\SHT\17BP14R156_rdy_psh01_tsh.dgn2/27/2018NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Division Bridge Manager
NIKKI T. HONEYCUTT, PE
PROJECT DESIGNER
2025
LOCAL
FUNC. CLASSIFICATION:
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
CONTRACT:NORTH CAROLINA
N/A
MACON COUNTY
17BP.14.R.156
17BP.14.R.156
140
35
Scale : 40
PROJECT WBS: 17BP.14.R.1561995
4
-L- STA. 11+00.00
BEGIN PROJECT WBS 17BP.14.R.156
TOTAL LENGTH OF PROJECT WBS 17BP.14.R.156 = 0.095 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.14.R.156 = 0.009 MILES
LENGTH OF ROADWAY PROJECT WBS 17BP.14.R.156 = 0.086 MILES
JOSH DEYTON, PE
-L- STA. 16+00.00
END PROJECT WBS 17BP.14.R.156
See Sheet 1B For Standard Symbology Sheet
See Sheet 1A For Index of Sheets
SR 1396 (RAY CREEK RD.)
-L-
-L- STA. 13+52.34
BEGIN BRIDGE
-L- STA. 13+99.66
END BRIDGE
TO SR 1387
70
ENDS IN 0.87 MILE
N/A
N/A
OCTOBER 28, 2025
17BP.14.R.156 ROW & UTILITIES
ON SR 1396 (RAY CREEK RD)
LOCATION: BRIDGE #236 OVER L. PRONG BURNINGTOWN CREEK
BURNINGTOWN CREEKL. PRONG FINAL PLANS17BP.14.R.156 CONSTRUCTION
2018 STANDARD SPECIFICATIONS
AUGUST 23, 2017
ETHAN WASHAM NA 2011NAD 83
GRADE LINE:
GRADING AND SURFACING:
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.
CLEARING:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
METHOD II.
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.
END BENTS:
THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS-
SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
APPROACHING A BRIDGE.

RIGHT-OF-WAY MARKERS:
STD.NO. TITLE
DIVISION 2 - EARTHWORK
200.02 Method of Clearing - Method II
225.02 Guide for Grading Subgrade - Secondary and Local
225.04 Method of Obtaining Superelevation - Two Lane Pavement
GENERAL NOTES STANDARD DRAWINGS

The following Roadway Standards as appear in "Roadway Standard Drawings"
Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C.,
considered a part of these plans:
INDEX OF SHEETS
SHEET NUMBER
1
SHEET
TITLE SHEET
AND LIST OF STANDARD DRAWINGS
INDEX OF SHEETS, GENERAL NOTES,
CONVENTIONAL SYMBOLS
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
DIVISION 8 - INCIDENTALS
846.01 Concrete Curb, Gutter and Curb & Gutter
862.01 Guardrail Placement
862.02 Guardrail Installation
876.02 Guide for Rip Rap at Pipe Outlets
DIVISION 11 - WORK ZONE TRAFFIC CONTROL
840.35 Traffic Bearing Grated Drop Inlet
840.29 Frames and Narrow Slot Flat Grates
DIVISION 4 - MAJOR STRUCTURES
DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT
1605.01 Temporary Silt Fence
1607.01 Gravel Construction Entrance
1633.01 Temporary Rock Silt Check Type A
1632.03 Rock Inlet Sediment Trap Type C
1631.01 Matting Installation
washamerR:\Roadway\Proj\SHT\17BP14R156_rdy_psh01A.dgn2/27/2018NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
1A
PLAN AND PROFILE SHEETS
TYPICAL SECTIONS SHEET
4
17BP.14.R.156
2A-1
1145.01 Barricades - Type III
1101.01 Detail Drawing for Two-way Undivided Work Zone Warning Signs
1101.02 Temporary Lane Closures
1101.04 Temporary Shoulder Closures
1101.05 Work Zone Vehicle Accesses
1110.01 Stationary Work Zone Signs - Mounting Height & Lateral Clearance
1110.02 Portable Work Zone Signs - Mounting Height & Lateral Clearance
1130.01 Drum
1135.01 Cones
1150.01 Flagging Devices
1180.01 Skinny - Drum
DIVISION 12 - PAVEMENT MARKINGS, MARKERS AND DELINEATION
1205.01 Pavement Markings - Line Types and Offsets
1205.04 Pavement Markings - Intersections
1205.08 Pavement Markings - Symbols and Word Messages
1205.12 Pavement Markings - Bridges
1261.01 Guardrail and Barrier Delineators - Installation Spacing
1261.02 Guardrail & Barrier Delineators - Types and Mounting
1262.01 Guardrail End Delineation
1A
1B
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED THE DIVISION.
3B-1 SUMMARIES SHEET
CROSS-SECTIONSX-1 THRU X-6
TMP-1 THRU TMP-5 TRAFFIC MANAGEMENT PLANS
EC-1 THRU EC-6
UO-1 THRU UO-2
RF-1
EROSION CONTROL PLANS
REFORESTATION DETAIL SHEET
UTILITIES BY OTHERS PLANS
840.20 Frames and Wide Slot Flat Grates
840.22 Frames and Wide Slot Sag Grates
1630.06 Special Stilling Basin
S-1 THRU S-15 STRUCTURE PLANS
SN STANDARD NOTES
EFFECTIVE: 01-01-2018
GENERAL NOTES: 2018 SPECIFICATIONS EFF. January, 2018
Dated January, 2018 are applicable to this project and by reference hereby are
2018 ROADWAY ENGLISH STANDARD DRAWINGS
422.02 Bridge Approach Fills - Type II Modified Approach Fill
PAVEMENT MARKING PLANPM-1 PR OFESSIONA
L
E
NGINEER
040590
SEAL
NORTHCAROLINA
AMRAHS TNAHS
RIH
S
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.
1B17BP.14.R.156
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
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.washamerR:\Roadway\Proj\SHT\17BP14R156_rdy_psh02A-1.dgn2/27/2018PAVEMENT DESIGN
PROVIDED BY NCDOT
PAVEMENT DESIGN
17BP.14.R.156 2A-1
CL
VARIES
2:13'-0"10'-0"VARIES 3'-0"10'-0"
2:1
GRADE TO THIS LINE
2:1GRADE TO THIS LINE
C1
2:1
TYPICAL SECTION 1
-L- STA. 14+65.00 TO 16+00.00
-L- STA. 11+00.00 TO 12+75.00
VARIES VARIES
0' TO 9'
UT
E1T T
DETAIL A
EXIST. GROUND EXIST. GROUND
EXIST. GROUND EXIST. GROUND
0.08 0.02 0.02 0.08
POINT
GRADE
POINT
GRADE
VARIES VARIES10'-0"10'-0"
*
3'-0"
*
3'-0"
0.08 0.08
0.02 0.02
CL
TYPICAL SECTION 2
C1 C1W
-L- STA. 14+13.60 TO 14+34.64 (LT)
ALL PAVEMENT SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
VARIES 3'-0"
EXIST. GROUND
GUARDRAIL
2:1
E1
T
R
GRADE TO THIS LINE
D1
E1
GRADE TO THIS LINE
TD1
E1
D1
TYPICAL SECTION 3
0.04 0.04
CL
30'-0"
10'-0"10'-0"
1'-1"1'-1"
POINT
GRADE
D1
1.5" MIN
C1
C1
-L- STA. 13+52.34 (BEGIN BRIDGE) TO 13+99.66 (END BRIDGE)
-L- STA. 13+99.66 (END BRIDGE) TO 14+65.00
-L- STA. 12+75.00 TO 13+52.34 (BEGIN BRIDGE)
3" MIN.
CL

EXIST. PAVEMENT
3" MIN.
2.5" MIN.

C1
D2
C2
U
E2
D1
E2
2.5" MIN.
WEDGING DETAIL
8.7' TO 10'
3'-11"3'-11"
EXISTING PAVEMENT
PAVEMENT SCHEDULE
EARTH MATERIAL
U
T
IN EACH OF TWO LAYERS.
TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE,
C1
E1
C2
W PAVEMENT WEDGING
D1
D2
E2
IN DEPTH OR GREATER THAN 2.0" IN DEPTH.
PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 1.5"
TYPE S9.5C, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE,
IN DEPTH OR GREATER THAN 4" IN DEPTH.
PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 2.5"
TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
DEPTH OR GREATER THAN 5.5" IN DEPTH.
1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3.0" IN
B25.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE
TYPE B25.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE,
R CONCRETE SHOULDER BERM GUTTER
TYPE I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
11"11"
11"
11"
7'-0" MIN. WITH GUARDRAIL*
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
LENGTH
SHOP
CURVED
DOUBLE
FACED
STRAIGHT
BEG. STA.END STA.LOCATION
TOTAL:
TOTAL ANCHOR LENGTH:
TOTAL GUARDRAIL LENGTH:
SAY:
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
G = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
LINE
-L-
-L-
GUARDRAIL SUMMARY
WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
E.O.L.
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W*ANCHORS
REMARKS
"N"
XI
MOD
M-350 VI
MOD
BICCAT-1 AT-1
TYPE 350
ATTENUATOR
IMPACT
GUARDRAIL
FACED
SINGLE
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
EA G NG
B-77 TYPE III
SURVEY
* W MEASURED FROM "N" AT THE BEGINNING OF THE ANCHOR TO "N" AT THE END OF THE ANCHOR.
WASTEBORROWUNDERCUT
EXCAVATION
UNCL.
STATION
FROM
STATION
TO SIDECHAIN
-L-
PROJECT TOTAL
ESTIMATE 5% FOR TOPSOIL ON BORROW PITS
GRAND TOTAL
SAY
EMBT+%
WASTE IN LIEU OF BORROW
LOSS DUE TO CLEARING AND GRUBBING
(IN CUBIC YARDS)
EARTHWORK SUMMARY
NOTE:
will be paid for at the contract lump sum price for "Grading."
Existing Pavement, and Removal of Existing Pavement
Excavation, Fine Grading, Clearing and Grubbing, Breaking of
Approximate quantities only. Unclassified Excavation, Borrow
-L-QUANTITIESFOR DRAINAGESTRUCTURES* TOTAL L.F. FOR PAYQUANTITY SHALL BE COL.'A' + (1.3 X COL.'B')ABBREVIATIONS
CORR. STEEL ELBOWS NO. & SIZEPIPE REMOVAL LIN.FT.CONC. COLLARS CL. "B" C.Y. STD 840.72CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71SIZE A B
ENDWALLS
STATION
STRUCTURE NO.R.C.P.C.S.P.PER EACH (0' THRU 5.0')5.0' THRU 10.0'10.0' AND ABOVEFROMTOTYPE OF GRATE
FE GC.B. STD. 840.01 OR STD. 840.02LOCATION (LT,RT, OR CL)REMARKS
12"15"18"24"30"36"42"48"12"15"18"24"30"36"42"48"
STANDARD 840.03
AND HOOD
FRAME, GRATES
18" SIDE DRAIN PIPECU. YDS.15" SIDE DRAIN PIPE24" SIDE DRAIN PIPEOR GAUGE
THICKNESS
*FT.
LIN.TOP ELEVATIONINVERT ELEVATIONINVERT ELEVATIONSLOPE CRITICALC.B.
N.D.I.
D.I.
J.B.
M.H.
CATCH BASIN
NARROW DROP INLET
DROP INLET
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLETT.B.D.I.
T.B.J.B.TRAFFIC BEARING JUNCTION BOX
STD. 838.80
OR
STD. 838.11
STD. 838.01,
OTHERWISE)
NOTED
(UNLESS
G.D.I.GRATED DROP INLET
G.D.I. (N.S.)
(NARROW SLOT)
GRATED DROP INLET
(UNLESS NOTED OTHERWISE)
BITUMINOUS COATED C.S. PIPE TYPE B
(UNLESS NOTED OTHERWISE)
CLASS III R.C. PIPE
12"15"18"24"30"36"42"48"
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)washamerR:\Roadway\Proj\SHT\17BP14R156_rdy_psh03B-1.dgn2/27/2018LT
RT
HDPE PIPE, TYPE S OR D
OR
ALUMINIZED C.S. PIPE, TYPE IR
OR
CLASS III R.C. PIPE
TOTAL D.I. STD. 840.14 OR STD. 840.15D.I. FRAME AND GRATE STD. 840.16G.D.I. TYPE "A" STD. 840.17 OR 840.26G.D.I. TYPE "B" STD. 840.18 OR 840.27G.D.I. TYPE "D" STD. 840.19 OR 840.28TRAFFIC BEARING G.D.I. STD. 840.35G.D.I. FRAME WITH GRATE STD. 840.20G.D.I. FRAME WITH TWO GRATES STD. 840.22G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24J.B. STD. 840.31 OR 840.32TOTAL
17BP.14.R.156
76
24
-L-
-L-
LT
RT
12+99.82 13+56.06
12+92.36 13+48.61
13+56.06
13+48.61
14+51.6713+95.94
14+03.39 14+60.45 14+03.39
13+95.94
0401 0402 2279.7'2279.6'0.52 20-L- STA. 14+28 LT
20'
1
1
1
1
1
1
1
44
56.25
56.25
56.25
11+00.00 13+52.34
13+99.66 16+00.00
LT & RT
LT & RT
158
146 182
146 182
146 182
50.00
50.00
56.25
25
25
25
HYDRAULICS
1
1
3B-1
225.00
175.00
25 1
1
70
2
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "BL-1"
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
NORTHING: 561979.702(ft) EASTING: 650325.042(ft)
ELEVATION: 2297.28(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.99976987
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"BL-1" TO -L- STATION 11+00.00 IS

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
S 74°04'43.284" E 33.837(ft)
4
4
7
7
1
2283.7'
4
4
7
7
BL-1 N 561979.7018 E 650325.0417 ELEV 2297.28'
N 561965.4244 E 650593.2411 ELEV 2284.74' BL-2
BL-3 N 562118.3895 E 651062.6608 ELEV 2276.53'
BM 1 N 562009 E 650508 ELEV 2290.25'
BM 2 N 561958 E 650697 ELEV 2282.32'
GREU
TL2 G.D.I. (N.S.) FRAME WITH TWO GRATE STD. 840.290.5
0.5
0.5
0.5
1
1
82
82
37
45
-45
45
-45
39
50 PR OFESSIONA
L
E
NGINEER
040590
SEAL
NORTHCAROLINA
AMRAHS TNAHS
RIH
S
EXISTING R/W
18' BST 45.00'WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
BL-1
18' BST
EXISTING R/W
BL-2
EIP
BM-1
BM-2
FOREST SERVICE
UNITED STATES DEPT. OF AGRICULTURE
TRACT #571
FOREST SERVICE
UNITED STATES DEPT. OF AGRICULTURE
TRACT #571
CREEKBURNINGTOWNL. PRONG
CREEKBURNINGTOWNL. PRONGTB 2GI
(DETAIL A)
SPECIAL LATERAL 'V' DITCH
RCP-III 15" 0401
0402
19 SY OF GEOTEXTILE
6 TON CLASS 1 RIP RAP
9 SY OF GEOTEXTILE
2 TON OF CLASS 1 RIP RAP
5 SY OF GEOTEXTILE
1 TON OF CLASS B RIP RAP
20 SY OF GEOTEXTILE
6 TON CLASS 1 RIP RAP
19.63'
+05.00
22.50'
+00.00
1
1
35.00'
+25.00
32.18'
+40.00 34.21'
+00.00
43.00'
+90.00
35.00', 48.00'
+38.6248.00'
+20.00
35.00'
+00.00
F
F F
F
F
F
F
F
FPC Sta. 10+52.39PC Sta. 14+38.62PI Sta 10+76.20
D
L = 47.61'
T = 23.81'
R = 1,300.00'
PI Sta 14+97.46
D
L = 116.73'
T = 58.84'
R = 375.00'
PI Sta 15+93.46
D
L = 76.21'
T = 38.11'
R = 2,500.00'
PT Sta. 16+31.56
10'10'-L- STA. 13+52.34
BEGIN BRIDGE
-L- STA. 13+41.50
BEGIN APPROACH SLAB
-L- STA. 13+99.66
END BRIDGE -L- STA. 14+10.50
END APPROACH SLAB
-L- STA 16+00.00
END PROJECT WBS 17BP.14.R.156
-L-
SR 1396
RAY CREEK RD.
50' TAPER
(LT & RT)+50.0050' TAPER
(LT & RT)
TYPE-III
TYPE-III
TYPE-III TYPE-III
.03.005.00.02.01.02.02.01.00.01.02.03.04.04.03.02.01.00.02.019.0089.0'8.7'8.7'9.0'-L- PT STA 11+00.00
BEGIN PROJECT WBS 17BP.14.R.15611+0012+0013+0014+0015+00(TYP)
18'
(TYP)
18'+45.00+22.00(TYP)18'
8:1
8:1 +99.82+92.36+60.45+51.678:1
8:1
PT Sta. 11+00.00+34.66
+37.53
+52.84
+68.52
+49.6010'10'PCC St
a. 15+55.3527.94'
22.27'
37.59'
12.03'
EXCAVATION
STRUCTURE
UNCLASSIFIED
GREU TL-2
GREU TL-2
GREU TL-2
GREU TL-214.42'14.42'13.80'14.65'+34.64, 11.59'
END SBG
105°30'PR OFESSIONA
L
E
NGINEER
040590
SEAL
NORTHCAROLINA
AMRAHS TNAHS
RIH
S
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99Scale : 20 4
2270
2274
2278
2282
2286
2290
2294
2298
2302
2306
17BP.14.R.156
11+00 12+00 13+00 14+00NAD 83 NA 201115+00 16+00
2/27/2018R:\Roadway\Proj\SHT\17BP14R156_rdy_psh04.dgnwashamerTO THE EXISTING ASPHALT PAVEMENT.
EACH TIE IN TO PROVIDE A SMOOTH TRANSITION
NOTE: INCIDENTAL MILL APPROXIMATELY 25' AT
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM STA. 11+50 TO STA. 12+50 (LT)
Min. D= 1 Ft.
DETAIL A
Ground
Natural
Flatter2:1 or
Slope
Fill
2270
2274
2278
2282
2286
2290(-)4
.12
0
0%(-)5.2000%(-)5.2000%
(-)1.5733%
PI = 11+50.00
EL = 2,294.00'
VC = 100'
K = 93
DS = 50 MPH
PI = 13+00.00
EL = 2,286.20'
VC = 200'
K = 55
DS = 35 MPH
EL = 2,296.06
STA. 11+00.00
EL = 2,281.48
STA. 16+00.00
EXISTING GROUND
PROPOSED GRADE
TO BE REMOVED
EXIST BRIDGE
EXIST (-)1.1858%
EX
IST
(-)3
.9
5
9
4%
-L- STA 13+52.34
BEGIN BRIDGE
END BRIDGE
-L- STA 13+99.66
RIP RAP
CLASS 1
1400
1900
100
1900
25
2283.6
2284.5
2284.7
2276.0
9/30/2016
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
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
=
=
=
=
=
=
=
=
=
=
=
100+(-) 5.1200%(-)
5
.2400%PI = 12+50.00 LTEI = 2,286.86'EI = 2,289.42'PI = 12+00.00 LTPI = 11+50.00 LT
EI = 2,292.04'
EXCAVATION (TOTAL BOTH SIDES)
UNCLASSIFIED STRUCTURE
ESTIMATED 285 C.Y.
BEGIN PROJECT WBS 17BP.14.R.156
END PROJECT WBS 17BP.14.R.156
ABUTMENTS
REMOVE VERTICAL 1.5:11.5:1TYPE-III
TYPE-III
TYPE-III TYPE-III
GREU TL-2
GREU TL-2
GREU TL-2
GREU TL-2
SR 1396
RAY CREEK RD.
-L-10'10'5'
5'
-L- STA. 14+10.50
END APPROACH SLAB
-L- STA. 13+99.66
END BRIDGE
-L- STA. 13+52.34
BEGIN BRIDGE
-L- STA. 13+41.50
BEGIN APPROACH SLAB
BRIDGE SKETCH
CREEKBURNINGTOWNL. PRONG10'10'105°
DETAIL SHOWING BRIDGE RELATIONSHIP FOR -L- OVER L. PRONG BURNINGTOWN CREEK
C
C
C
C
F
F
F
F
F
FF
F
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS TMP-1
SHEET NO.
TRAFFIC CONTROL PROJECT ENGINEER
TRAFFIC CONTROL PROJECT DESIGN ENGINEER
STATE TRAFFIC MANAGEMENT ENGINEER
TRAFFIC CONTROL DESIGN ENGINEER

APPROVED:
DATE:
TRANSPORTATION MANAGEMENT PLAN
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
R:\Traffic\TrafficControl\TCP\TCP Sheets\17BP.14.R.156_TCP_SHT_1.dgn2/27/2018

DEPARTE
N

O
F ANSPORTA TIONTAE
OF NORT
H
ROL
NA

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

WORK ZONE SAFETY & MOBILITY
ONFOETATS
DEPART
MEN
T
OF TRANSPORTATIONANIL
O
RACHTR
NFOETAT
ME
N
TOFRATNSPOR TAORA
C
HTRO
"from the MOUNTAINS to the COAST"
TRAFFIC ENGINEER
TRANSPORTATION DESIGNER
VICINITY MAP
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
SHEET NO.TITLE
TMP-1
INDEX OF SHEETS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TMP-2
NIKKI T. HONEYCUTT, PE PROJECT WBS:TMP-4
TITLE SHEET, VICINITY MAP, AND INDEX OF SHEETS
TMP-1A
AND LEGEND
LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS,
TEMPORARY TRAFFIC CONTROL PHASE I DETAILS
TMP-3
17BP.14.R.156ETHAN P. WRIGHT, EI
TMP-5 TEMPORARY TRAFFIC CONTROL PHASE II DETAILS
MACON COUNTY
N.T.S.
BURNINGTOWN CREEK ON SR 1396 (RAY CREEK RD)
LOCATION: BRIDGE #236 OVER L. PRONG
TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURE
TRANSPORTATION OPERATIONS PLAN
TEMPORARY TRAFFIC CONTROL PHASING
JOSEPH E. HUMMER
S
R (1393)
Cove
RdWilds
BEGIN PROJECT
END PROJECTSR
(1387)Bur
ni
ngt
own RdUpper
SR (1392)Upper Burningtown Rd
Burningtown RdUpper
Falls RdBurningtownFalls Rd
Burningto
wnSR (1395)
Creek RdRay
SR (1396)Hill RdOli
ve
SR (1395)SR (
1
3
8
7)
SR (1392)Cr e e k Rd
Yo u n c e
SR (1 3 9 0 )CreekBurningtownL. Prong
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.

1101.02 TEMPORARY LANE CLOSURES
1150.01 FLAGGING DEVICES
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1205.02 PAVEMENT MARKINGS - TWO LANE AND MULTILANE ROADWAYS

1101.11 TRAFFIC CONTROL DESIGN TABLES
1110.01 STATIONARY WORK ZONE SIGNS
1110.02 PORTABLE WORK ZONE SIGNS
SHEET NO.PROJ. REFERENCE NO.washamerR:\Traffic\TrafficControl\TCP\TCP Sheets\17BP.14.R.156_TCP_SHT_1A.dgn2/27/2018LEGENDROADWAY STANDARD DRAWINGS
TITLESTD. NO.
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,

THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
ARE CONSIDERED A PART OF THESE PLANS:
DATED JANAUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
TMP-1A
1101.04 TEMPORARY SHOULDER CLOSURES
17BP.14.R.156

FLAGGER
TRUCK MOUNTED IMPACT ATTENUATOR (TMIA)
FLASHING ARROW PANEL (TYPE C)
CONE
DRUM
STATIONARY SIGN
PORTABLE SIGN
CHANGEABLE MESSAGE SIGN
STATIONARY OR PORTABLE SIGN
SKINNY DRUM
BARRICADE (TYPE III)
LAW ENFORCEMENT
TEMPORARY CRASH CUSHION
PAVEMENT MARKING SYMBOLS
EXISTING LINES
TEMPORARY LINES
DIRECTION OF TRAFFIC FLOW
NORTH ARROW
EXIST. PVMT.
PROPOSED PVMT.
DIRECTION OF PEDESTRIAN TRAFFIC FLOW
TUBULAR MARKER
WORK AREA

GENERAL
TRAFFIC CONTROL DEVICES
TEMPORARY SIGNING
PAVEMENT MARKINGS
PAVEMENT MARKING SYMBOLS
TEMPORARY PAVEMENT
REMOVAL/BREAKING OF PAVEMENT

TEMPORARY PAVEMENT MARKING
PAINT 24"
WHITE STOPBAR
PORTABLE TRAFFIC SIGNAL
P2
1205.10 PAVEMENT MARKINGS - BRIDGES
1261.01 GUARDRAIL & BARRIER DELINEATOR SPACING
1261.02 GUARDRAIL & BARRIER DELINEATOR TYPES
1262.01 GUARDRAIL END DELINEATION
1101.05 WORK ZONE VEHICLE ACCESSES
1130.01 DRUM
WHITE SOLID EDGE LINEPA
PAINT 4"
1135.01 CONES
1180.01 SKINNY DRUM
1101.01 WORK ZONE ADVANCE WARNING SIGNS

DRAWINGS & LEGEND
ROADWAY STANDARD
LIST OF APPLICABLE

DEPARTE
N
OF ANSPORTA TIONTAE
OF NORT
H
ROL
NA

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

APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BRIDGE #550236

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

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

LANE AND SHOULDER CLOSURE REQUIREMENTS
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO

SIGNING

A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.

STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.
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.
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.
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
(3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL
I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
J) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
PAVEMENT EDGE DROP OFF REQUIREMENTS
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
WITH GUARDRAIL OR BARRIER.
TRAFFIC PATTERN ALTERATIONS
E) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
LOCAL NOTES
TRAFFIC CONTROL DEVICES
AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT,
10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY.
REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS
1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL
REQUIREMENTS.
ON INTERIM LAYERS OF PAVEMENT AS FOLLOWS:

SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL
APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER.

LINES.

P) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND
MARKERS BY THE END OF EACH DAY'S OPERATION.
TO TRAFFIC.
THE EDGE OF TRAVELWAY ON 500 FT CENTERS WHEN OPENED LANES ARE CLOSED
L) PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES PERPENDICULAR TO
K) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK
M) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS
N) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A
O) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING
OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.
"UNEVEN LANES" SIGNS (W8-11) 350 ft IN ADVANCE AND A MINIMUM
OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING
G) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES

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

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

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

EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
F) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PROJECT NOTES
OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
TRAFFIC PATTERN ALTERATION.
H) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY
TRAFFIC PATTERN.
PAVEMENT MARKINGS AND MARKERS
MISCELLANEOUS
DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS.
RESPECTIVELY IN ADVANCE OF THE UNEVEN AREAS. USE DRUMS TO
AND BLACK ON ORANGE ''PAVEMENT ENDS'' SIGNS (W8-3) 100 FT AND 200 FT
THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS (W8-7)
TIE-IN AREA TO AN APPROPRIATE ROADWAY ELEVATION AS DETERMINED BY
Q) IN THE EVENT A TIE-IN CANNOT BE MADE IN ONE DAY'S TIME, BRING THE
ROAD NAME MARKING MARKER
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.washamerR:\Traffic\TrafficControl\TCP\TCP Sheets\17BP.14.R.156_TCP_SHT_2.dgn2/27/2018SHEET NO.PROJ. REFERENCE NO.

TMP-2
PLAN
OPERATIONS
TRANSPORTATION

DEPARTE
N

O
F ANSPORTA TIONTAE
OF NORT
H
ROL
NA

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

APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

17BP.14.R.156
THE FINAL PAVEMENT SURFACE AND PAVEMENT MARKINGS.
TRAFFIC WILL BE MAINTAINED USING TEMPORARY LANE CLOSURES TO CONSTRUCT
PHASE III - THE TEMPORARY TRAFFIC SIGNALS WILL BE REMOVED AND TWO WAY
TIE-INS.
CONSTRUCTED. A FLAGGING OPERATION WILL BE USED TO CONSTRUCT THE NEW
USING TEMPORARY SIGNALS AND PAVEMENT MARKINGS WHILE THE REMAINDER IS
PHASE II - TRAFFIC WILL BE SHIFTED TO ONE LANE ON THE NEW ALIGNMENT
ALIGNMENT IS CONSTRUCTED.
TO ONE LANE USING TEMPORARY SIGNALS AND PAVEMENT MARKINGS AS THE NEW
PHASE I - TRAFFIC WILL BE MAINTAINED ON THE EXISTING ROAD, BUT REDUCED
2. THE CONTRACTOR SHALL BUILD AS MUCH AS POSSIBLE AWAY FROM TRAFFIC.
AT LEAST ONE MONTH PRIOR TO CONSTRUCTION.
1. CONTACT MACON COUNTY EMERGENCY SERVICES AND SCHOOLS
SR 1396 (RAY CREEK RD) (-L-) PAINT NONE
BRIDGE #550236

PROJECT PHASING
STEP 1:
STEP 2:
STEP 1:
STEP 2:
TRAFFIC IN ITS FINAL PATTERN.
ONCE ALL CONSTRUCTION IS COMPLETE, REMOVE ALL SIGNS AND DEVICES; AND PLACE
1101.01 SHEET 3 OF 3.
INSTALL ADVANCED WORK ZONE WARNING SIGNS IN ACCORDANCE TO NCDOT RSD.
STEP 3:
PHASE II
washamerR:\Traffic\TrafficControl\TCP\TCP Sheets\17BP.14.R.156_TCP_SHT_3.dgn2/27/2018SHEET NO.PROJ. REFERENCE NO.
TMP-3

DEPARTE
N

O
F ANSPORTA TIONTAE
OF NORT
H
ROL
NA

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

APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
CONTROL PHASING
TEMPORARY TRAFFIC
17BP.14.R.156
STEP 3:
STEP 1:
PHASE IIIPHASE I
STEP 2:
STEP 4:
PAVEMENT MARKINGS, AND OPEN ROADWAY TO TWO-WAY TRAFFIC.
TRAFFIC SIGNALS, CONFLICTING TEMPORARY PAVEMENT MARKINGS, INSTALL TEMPORARY
USING NCDOT RSD. 1101.02 SHEET 1 OF 14, REMOVE TEMPORARY GUARDRAIL, TEMPORARY
SHEET TMP-4.
TO 16+00, UP TO BUT NOT INCLUDING FINAL LAYER OF SURFACE COURSE AS SHOWN ON
CONSTRUCT LEFT SIDE OF BRIDGE, GUARDRAIL, AND -L- (SR 1396) FROM +/- STA. 11+00
ON SHEET TMP-4.
BRIDGE AS SHOWN IN SECTION B-B; AND INSTALL TEMPORARY SHORING NO. 1 AND 2 AS SHOWN
REMOVE EXISTING LEFT SIDE BRIDGE RAIL, SAW CUT, AND REMOVE LEFT SIDE OF EXISTING
TWO-WAY TRAFFIC ONTO THE NEWLY CONSTRUCTED LEFT SIDE OF -L-.
AND DEVICES ARE IN PLACE, ACTIVATE PORTABLE TRAFFIC SIGNALS AND SHIFT ONE-LANE,
MARKINGS, TEMPORARY GUARDRAIL, AND DRUMS AS SHOWN ON SHEET TMP-5. ONCE SIGNS
USING NCDOT RSD. 1101.02 SHEET 1 OF 14, INSTALL SIGNING, TEMPORARY PAVEMENT
NOT INCLUDING FINAL LAYER OF SURFACE COURSE AS SHOWN ON SHEET TMP-5.
AND RIGHT SIDE OF -L- (SR 1396) FROM +/- STA. 11+00 TO 16+00, UP TO BUT
AWAY FROM TRAFFIC, REMOVE EXISTING BRIDGE, CONSTRUCT RIGHT SIDE OF BRIDGE,
ONE-LANE, TWO-WAY OPERATION.
DEVICES ARE IN PLACE, ACTIVATE PORTABLE TRAFFIC SIGNALS AND PLACE TRAFFIC INTO A
TRAFFIC SIGNALS, SIGNING, TEMPORARY PAVEMENT MARKINGS, AND DRUMS. ONCE SIGNS AND
USING NCDOT RSD. 1101.02 SHEET 14 OF 14, TEMPORARY GUARDRAIL, INSTALL PORTABLE
BRIDGE #550236
FINAL LAYER OF SURFACE COURSE AND FINAL PAVEMENT MARKINGS ON -L-.
USING NCDOT RSD. 1101.02 SHEET 1 OF 14, REMOVE TEMPORARY P2 MARKINGS, INSTALL
TYPE-III TYPE-III1011121314 151617(RAY CREEK RD.)SR 1396 18' BST
D
B
A
C
+0
0.
0
0
-L- STA. 16+00.00
END PROJECT
8.7'
TAPER (TYP.)50'
F+6
5.
0
0
-L- STA. 11+00.00
P2
TYP.10'
-L- (SR 1396)
-L- STA. 13+40+/- TO 13+60+/-
TEMPORARY SHORING
1
-L- STA. 13+89+/- TO 14+10+/-
TEMPORARY SHORING
2
8.7'
E
A B C D
BEGIN PROJECT
+30.00B
B
A
A
CL -L- (SR 1396)
TRAFFIC
TWO-WAY
ONE LANE
GROUND
EXISTING
CONSTRUCTION
PROPOSED
(-L-) STA. 13+75.00
N.T.S
BRIDGE
EXISTING
CL -L- (SR 1396)
(-L-) STA. 12+50.00
N.T.S
GROUND
EXISTING
CONSTRUCTION
PROPOSED
TRAFFIC
TWO-WAY
ONE LANE
DRUM
(SEE STRUCTURE PLANS)
TEMPORARY GUARDRAIL
P2
25'
MIN
PA
CENTER LINE
EXISTING
PA
9'±2'
12'±
CREEK
BURNINGTOWN
L. PRONG
CREEKBURNINGTOWNL. PRONG200' +/-
100'
SIGNAL (TYP.)
TRAFFIC
PORTABLE
SIGNAL (TYP.)
TRAFFIC
PORTABLE
GREU TL-2
GREU TL-2
GREU TL-2
GREU TL-2
PLACEMENT AND SPACING)
SIGNS A,B,C, & D, SIGNAL
SHEET 14 OF 14 FOR
(SEE NCDOT RSD. 1101.02
TAPER (TYP.)
50'
PLACEMENT AND SPACING)
SIGNS A,B,C, & D, SIGNAL
SHEET 14 OF 14 FOR
(SEE NCDOT RSD. 1101.02
G20-2a
48'' X 24''
ROAD WORK
END
G20-2a
48'' X 24''
ROAD WORK
END
30'
BRIDGE #550236
-L- STA. 14+57+/-, 4.2' RT
TEMP. GUARDRAIL
END DOUBLE POSTED
-L- STA. 12+94+/-, 4.4' RT
TEMP. GUARDRAIL
BEGIN DOUBLE POSTED washamerR:\Traffic\TrafficControl\TCP\TCP Sheets\17BP.14.R.156_TCP_SHT_4.dgn2/27/2018SHEET NO.PROJ. REFERENCE NO.

TMP-4
SECTION A-A SECTION B-B
48'' X 48''
AHEAD
ROAD
W20-1
WORK
48'' X 48''
AHEAD
ROAD
ONE LANE
W20-4
24'' X 36''
R10-6
STOP
RED
HERE ON
A
D
B C
SCALE 1"=30'

17BP.14.R.156

DEPARTE
N
OF ANSPORTA TIONTAE
OF NORT
H
ROL
NA

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

APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
W1-4R
48'' X 48''
E
W1-4L
48'' X 48''
F
CONTROL PHASE I DETAIL
TEMPORARY TRAFFIC
48'' X 48''
BE
PREPARED
TO STOP
W3-4NAD 83 NA 2011
TYPE-III TYPE-III1011121314 151617(RAY CREEK RD.)SR 1396 18' BST
D
B
A
C
-L- STA. 16+00.00
END PROJECT
TAPER (TYP.)50'
E
-L- STA. 11+00.00
TYP.10'
-L- (SR 1396)
F
BEGIN PROJECT B
B
A
A
CL -L- (SR 1396)
GROUND
EXISTING
CONSTRUCTION
PROPOSED
(-L-) STA. 13+75.00
N.T.S
CL -L- (SR 1396)
(-L-) STA. 12+50.00
N.T.S
GROUND
EXISTING
CONSTRUCTION
PROPOSED
TRAFFIC
TWO-WAY
ONE LANE
DRUM
TYPE-III
TYPE-III
(RAY CREEK RD.)SR 1396
18' BST
10'10'
(SEE STRUCTURE PLANS)
TEMPORARY GUARDRAIL
TRAFFIC
TWO-WAY
ONE LANE
11.3'
P2
PAPA
CREEK
BURNINGTOWN
L. PRONG
CREEKBURNINGTOWNL. PRONG200' +/-

B C D
25'
MIN
A
P2
GREU TL-2
GREU TL-2
GREU TL-2
GREU TL-2
GREU TL-2
GREU TL-2
55'
PLACEMENT AND SPACING)
SIGNS A,B,C, & D, SIGNAL
SHEET 14 OF 14 FOR
(SEE NCDOT RSD. 1101.02
50'
PLACEMENT AND SPACING)
SIGNS A,B,C, & D, SIGNAL
SHEET 14 OF 14 FOR
(SEE NCDOT RSD. 1101.02
100'
35'
9' MIN.
9' MIN.
-L- STA. 12+96+/-, 1.5', LT
BEGIN TEMP. GUARDRAIL
-L- STA. 14+60+/-, 1.1', LT
END TEMP. GUARDRAIL
washamerR:\Traffic\TrafficControl\TCP\TCP Sheets\17BP.14.R.156_TCP_SHT_5.dgn2/27/2018SHEET NO.PROJ. REFERENCE NO.

SECTION A-A SECTION B-B
48'' X 48''
AHEAD
ROAD
W20-1
WORK
48'' X 48''
AHEAD
ROAD
ONE LANE
W20-4
24'' X 36''
R10-6
STOP
RED
HERE ON
A
D
B C
SCALE 1"=30'

17BP.14.R.156 TMP-5

DEPARTE
N
OF ANSPORTA TIONTAE
OF NORT
H
ROL
NA

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

APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
W1-4R
48'' X 48''
E
W1-4L
48'' X 48''
F
CONTROL PHASE II DETAIL
TEMPORARY TRAFFIC
48'' X 48''
BE
PREPARED
TO STOP
W3-4NAD 83 NA 2011G20-2a
48'' X 24''
ROAD WORK
END
G20-2a
48'' X 24''
ROAD WORK
END
BRIDGE #550236
R:\Traffic\TrafficControl\PMP\17BP14R156_rdy_pmp01.dgn2/27/2018APPROVED:DATE:
SCALE:
DATE:
DWG. BY:
DESIGN BY:

M
TST CAI
REVISIONS

DEPARTE
N

O ANSPORTA TIONTAE OF NORTH
ROL
NA

TINU LORTNOC CIFFART EN
OZ
KROWSYA
WHGIH FO NOISIVI
DREVIEWED BY:
TR CADD
FILE

F

SHEET NO.PROJ. REFERENCE NO.
PAVEMENT MARKING DETAIL
PAVEMENT MARKING SCHEDULE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOUBLE YELLOW CENTER LINE
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
1205.02 PAVEMENT MARKINGS - TWO LANE AND MULTILANE ROADWAYS
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
ARE CONSIDERED A PART OF THESE PLANS:
1262.01 GUARDRAIL END DELINEATION
PMP-1
WHITE EDGELINE
PAVEMENT MARKING PLAN
STD. NO.TITLE
ROADWAY STANDARD DRAWING
PI - PAINT (4" YELLOW)
GENERAL NOTES
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.
A. INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE.
ROAD NAME:MARKING
PAINT
B. TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
C. REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS.
C. TEMPRORAY PAVEMENT MARKINGS ARE PLACED IN ONE(1) COAT OF PAINT, AND
FINAL PAVEMENT MARKINGS ARE PLACED IN TWO(2) COATS OF PAINT.
DATED JANAUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
PA - PAINT (4" WHITE)
1261.01 GUARDRAIL & BARRIER DELINEATORS - INSTALLATION SPACING
1261.02 GUARDRAIL & BARRIER DELINEATORS - TYPES AND MOUNTING
02/08/18
MBE
BRIDGE #550236
17BP.14.R.156Scale : 30
NAD 83 NA 201130
SR 1396
RAY CREEK RD.
-L-
SR 1396 (RAY CREEK RD)
BRJ
BRJ
TIE TO EXISTING
BEGIN MARKINGSPAPI
-L- STA. 11+00
PA
PI
TIE TO EXISTING
END MARKINGSPAPI
-L- STA. 16+00
10'10'10'10'TYPE-III
TYPE-III
TYPE-III TYPE-IIIGREU TL-2
GREU TL-2
GREU TL-2
GREU TL-2
END PROJECT
BEGIN PROJECT
SR (1392)Upper Burningtown RdSR
(1387)Bur
ni
ngt
own RdUpper
SR (1396)Creek RdRay
Falls RdBurningtownSR (1395)Falls LnBurningtown
Falls Rd
Burningto
wn
SR (1395)
Cove
RdWildsS
R (1393)Cre e k Rd
Yo u n c e
SR (1 3 9 0 )
Burningtown Rd
Upper
Olive Hill Rd
S
R (1387)CreekBurningtownVICINITY MAP
N.T.S.
GRADING, PAVING, DRAINAGE, & STRUCTURE
LOCATION:
TYPE OF WORK:
MACON COUNTY
R/W & UTILITIES
P.E.17BP.14.R.156
17BP.14.R.156
20
for Special Considerations.
Refer To E. C. Special Provisions
ON THIS PROJECT
SENSITIVE AREA(S) EXIST
ENVIRONMENTALLY
STANDARDS.
SENSITIVE WATERSHED
BEEN DESIGNED TO
THIS PROJECT HAS
GRAPHIC SCALE
PLANS
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
2/27/2018R:\Hydraulics\CADD\PSH\EC\17BP14R156_hyd_EC_tsh.dgnwashamerPLAN 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
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

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
1606.01
1622.01
Special Sediment Control Fence
Riser Basin
17BP.14.R.156
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
1630.05 Temporary Diversion
1630.04
1630.03 Temporary Silt Ditch
1630.02
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:
161
0
8
Silt Basin Type B
ON SR 1396 (RAY CREEK RD)
-L- STA. 16+00.00
END PROJECT WBS 17BP.14.R.156
BURNINGTOWN CREEKL. PRONG
-L- STA. 13+99.66
END BRIDGE-L- STA. 13+52.34
BEGIN BRIDGE
-L- STA. 11+00.00
BEGIN PROJECT WBS 17BP.14.R.156
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
EDWARD VANCE, PEPROJECT WBS: 17BP.14.R.156BRIDGE #236 OVER L. PRONG BURNINGTOWN CREEK
SR 1396 (RAY CREEK RD)
-L-
2018 STANDARD SPECIFICATIONS 2018 STANDARD SPECIFICATIONS
Guide for Temporary Berms and Slope Drains
Stilling Basin for Pumped Effluent
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
Stilling Basin for Pumped Effluent
Guide for Temporary Berms and Slope Drains
17BP.14.R.156 CONSTRUCTION
REID WHITEHEAD, CPESC
Hendersonville, NC 28791
693 Mountain Rd NA 2011NAD 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
SHEET NO.PROJECT REFERENCE NO.
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
NOT TO SCALE
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
TEMPORARY ROCK SILT CHECK TYPE 'A' WITH
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:
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
17BP.14.R156 EC-2
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ISOMETRIC VIEW AAMATERIAL
FILL
OF FILL
TOE
FILL SLOPEAAFENCE
SILT
GRADE
ROAD
WATTLE
SILT FENCE
2 FT.
SILT FENCE POST
POST
SILT FENCE
STAKE
2' WOODEN
2"
10"-11"
SIDE VIEW
STAPLE
9 FT.
VIEW FROM SLOPE
DOWNSLOPE STAKE
UPSLOPE STAKE
SEE INSET A
12" WATTLE
12" WATTLE
1"-2" TRENCH
INSET A
SILT FENCE COIR FIBER WATTLE BREAK DETAIL
STANDARD SPECIFICATIONS.
INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SECTION 1605 OF THE
WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED.
WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF
U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
ANGLE TO WEDGE WATTLE TO GROUND.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
DO NOT PLACE WATTLE ON TOE OF SLOPE.
EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED.
LENGTH OF 10 FT.
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE AND
NOTES:
1'
4 FT.
17BP.14.R156 EC-2A
SHEET NO.PROJECT REFERENCE NO.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
17BP.14.R.156
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
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
SHEET NO.PROJECT REFERENCE NO.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SOIL STABILIZATION SUMMARY SHEET
SUBTOTAL
MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER
TOTAL
SAY
SIDESTATION
TO
STATION
FROM
LINESHEET NO.
CONST
ESTIMATE (SY)STATION
TO
SIDESTATION
FROM
LINE
SHEET NO.
CONST
ESTIMATE (SY)
MATTING FOR EROSION CONTROL PERMANENT SOIL REINFORCEMENT MAT
SUBTOTAL
TOTAL
SAY
ADDITIONAL PSRM TO BE INSTALLED
R/W SHEET NO.
11+00 12+00 LT4-L- V DITCH
17BP.14.R.156
0
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
80
4 12+00 13+00 LT 90
0
170
170
200
4 BEGIN END LT/RT 970
970
970
1000
-L- DISTURBED AREAS
-L V DITCH
EC-3A
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
CONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBING
INSTALLED DURING CLEARING AND GRUBBING PHASE.
PERIMETER EROSION CONTROL MEASURES SHALL BE
NOTE:
EC-4/CONST.4
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.14.R.156
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.NAD 83 NA 2011FENCE (TYP.)
TEMPORARY SILT FENCEIMPERVIOUS DIKE (TYP.)
TYPE A (TYP.)
ROCK SILT CHECK
(TYP.)
SPECIAL STILLING BASIN
FCW
FCW
FCW
FCW
FCW
-L-
SR 1396
RAY CREEK RD.
TYPE-III
TYPE-III
TYPE-III TYPE-III
.03.005.00.02.01.02.02.01.00.01.02.03.04.04.03.02.01.00.02.019.00811+0012+0013+0014+0015+00GREU TL-2
GREU TL-2
GREU TL-2
GREU TL-2
18' BST 45.00'18' BST
SPRINGS
CREEKBURNINGTOWNL. PRONG
CREEKBURNINGTOWNL. PRONGF
F F
F
F
F
F
F
F
2280
2280
22802280
2280 2280228022802280228022802280
2280
2280228022802280
2280228023002300
2300
2300
2300
2320
2320
2320
2320234023402340
C
C
C
C
F
F
F
F
F
FF
F
EC-5/CONST.4
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.14.R.156
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.NAD 83 NA 2011PHASE I
CONSTRUCTION SHEET 4
FINAL EROSION CONTROL FOR
FENCE (TYP.)
TEMPORARY SILT FENCE
IMPERVIOUS DIKE (TYP.)
TYPE A (TYP.)
ROCK SILT CHECK
TRAP TYPE C (TYP.)
ROCK INLET SEDIMENT
PHASE I
(TYP.)
SPECIAL STILLING BASIN
18' BST 45.00'18' BST
SPRINGS
CREEKBURNINGTOWNL. PRONG
CREEKBURNINGTOWNL. PRONGF
F F
F
F
F
F
F
F
TYPE-III TYPE-III11121314 1516GREU TL-2
GREU TL-2
GREU TL-2
GREU TL-2
FCW
C
C
C
C
F
F
F
F
F
FF
F
EC-6/CONST.4
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.14.R.156
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.NAD 83 NA 2011PHASE II
CONSTRUCTION SHEET 4
EROSION CONTROL FORFINAL
FENCE (TYP.)
TEMPORARY SILT FENCEIMPERVIOUS DIKE (TYP.)
TRAP TYPE C (TYP.)
ROCK INLET SEDIMENT
TYPE A (TYP.)
ROCK SILT CHECK
PHASE II
(TYP.)
SPECIAL STILLING BASIN
45.00'SPRINGS
CREEKBURNINGTOWNL. PRONG
CREEKBURNINGTOWNL. PRONGF
F F
F
F
F
F
F
F11 1213141516FCW
FCW
FCW
FCW
FCW
C
C
C
C
F
F
F
F
F
FF
F
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
HEALING IN DIBBLE PLANTING METHOD
firming soil at top.
5. Push handle forward
PLANTING NOTES:
N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT
protected area.
1. Locate a healing-in site in a shady, well
the root collar is at ground level.
against the sloping end so that
4. Place a single layer of plants
as necessary and water thoroughly.
6. Repeat layers of plants and sawdust
correct depth.
and place seedling at
2. Remove planting bar
USING THE KBC PLANTING BAR
SEEDLING / LINER BAREROOT PLANTING DETAIL
PLANTING DETAILS
MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING:
toward planter.
as shown and pull handle
1. Insert planting bar
root systems from drying.
container to prevent the
canvas bag or similar
shall be kept in a moist
During planting, seedlings
PLANTING BAG
soil at bottom.
toward planter, firming
4. Pull handle of bar
thoroughly.
hole open. Water
6. Leave compaction
RF-1
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
25% BETULA NIGRA
25% FRAXINUS PENNSYLVANICA
25% PLATANUS OCCIDENTALIS
25% LIRIODENDRON TULIPIFERA
12 inches deep and provide drainage.
2. Excavate a flat bottom trench
a sloping angle.
sawdust over the roots maintaining
5. Place a 2 inch layer of well rotted
at one end of the trench.
well rotted sawdust at a sloping angle
rotted sawdust. Place a 2 inch layer of
3. Backfill the trench with 2 inches well
2 inch
from seedling.
2 inches toward planter
3. Insert planting bar
1 inch thick at center.
4 inches wide and
be 12 inches long,
cross section, and shall
blade with a triangular
Planting bar shall have a
KBC PLANTING BAR
root collar.
10 inches below the
no roots extend more than
pruned, if necessary, so that
All seedlings shall be root
ROOT PRUNING
REFORESTATION
AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.
TREE REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING,
REFORESTATION
REFORESTATION DETAIL SHEET
RIVER BIRCH
GREEN ASH
AMERICAN SYCAMORE
TULIP POPLAR
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.17BP.14.R.156 1
END PROJECT
BEGIN PROJECT
SR (1392)Upper Burningtown RdSR
(1387)Bur
ni
ngt
own RdUpper
SR (1396)Creek RdRay
Falls RdBurningtownSR (1395)Falls LnBurningtown
Falls Rd
Burningto
wn
SR (1395)
Cove
RdWildsS
R (1393)Cre e k Rd
Yo u n c e
SR (1 3 9 0 )
Burningtown Rd
Upper
Olive Hill Rd
S
R (1387)CreekBurningtown

DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
UTILITIES BY OTHERS

0
PLANS
30 601530
MACON COUNTY
LOCATION: BRIDGE NO. 236 OVER L. PRONG BURNINGTOWN CREEK
ON SR 1396 (RAY CREEK ROAD)
Robert Golding DIVISION 14 UTILITY COORDINATOR
UTILITIES PROJECT COORDINATOR
TYPE OF WORK: AERIAL & BURIED TELEPHONE3/31/17TELEPHONE - FRONTIER(1) TRANSPORTATION\31614-01\UTILITIES\UO-1.DGNNA 2011NAD 83INDEX OF SHEETS
SHEET NO. DESCRIPTION
UO-1 TITLE SHEET
UO-2 UTILITIES BY OTHERS PLAN SHEET
GRAPHIC SCALES UTILITY OWNERS ON PROJECT
BY:
PREPARED
PLANS PREPARED FOR THE OFFICE OF:
FAX [phone]
PHONE [phone]
RALEIGH NC 27699-1591
1591 MAIL SERVICES CENTER
DIVISION OF HIGHWAYS
SECTION
UTILITIES ENGINEERING
Lynn Mann, P.G.

XX
DEPART
ME
NT
OF TRANSPORTATION STATE OF NORTH CARO
LI
NA
Consulting Engineers

Asheville, NC 28806
828 253 2796

1318-F Patton Ave.
NC License Number F-1088
VICINITY MAP NAD 83/ NA 2011SHEET NO.
UO-1
PROJECT REFERNCE NO.
17BP.14.R.156
CONTRACT:17BP.14.R.156PROJECT WBS:SR 1396 (RAY CREEK RD.)
-L-
-L- STA. 16+00.00
END PROJECT 17BP.14.R.156
-L- STA. 13+52.34
BEGIN BRIDGE
-L- STA. 13+99.66
END BRIDGE
-L- STA. 11+00.00
BEGIN PROJECT 17BP.14.R.156
4
5.
0
0'
EXISTING R/W
EXISTING R/W
EXISTING R/W
45.00'WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODSEXISTING R/W
SPRINGS
(RAY CREEK RD.)SR 1396
FOREST SERVICE
UNITED STATES DEPT. OF AGRICULTURE
TRACT #571
FOREST SERVICE
UNITED STATES DEPT. OF AGRICULTURE
TRACT #571
CREEKBURNINGTOWNL. PRONG
CREEKBURNINGTOWNL. PRONG1
1
F
F F
F
F
F
F
F
F
-L-
SR 1396
RAY CREEK RD.
TYPE-III
TYPE-III
TYPE-III
TYPE-III11+0012+0013+0014+0015+00GREU TL-2
GREU TL-2
GREU TL-2
GREU TL-2
-L- STA. 13+52.34
BEGIN BRIDGE
-L- STA. 13+99.66
END BRIDGE
OH T
-L- STA. 11+00.00
17BP.14.R.156
BEGIN PROJECT
-L- STA. 16+00.00
END PROJECT 17BP.14.R.156
TEL PED
TEL PED
NO#
FRONTIER REM
NO#
FRONTIER
CONSTRUCTION
PRIOR TO BRIDGE
PEDESTAL, PLACED
NEW FRONTIER
CONSTRUCTION
PRIOR TO BRIDGE
PEDESTAL, PLACED
NEW FRONTIER
CONSTRUCTION
AFTER BRIDGE
POLE, PLACED
NEW FRONTIER REM
CONSTRUCTION
AFTER BRIDGE
POLE, PLACED
NEW FRONTIER
CONSTRUCTION
AFTER BRIDGE
POLE, PLACED
NEW FRONTIER
REMOVE
1
2
PLACED IN WOODS
TEMPORARY CABLE,
FRONTIER
SHEET NO.PROJECT REFERENCE NO.
UTILITIES BY OTHERS
BE DONE BY OTHERS
SHOWN ON THIS SHEET WILL
ALL PROPOSED UTILITY WORK
NOTE:
UO-2MACON COUNTY
STRUCTURE 550236
17BP.14.R.156
17BP.14.R.156TRANSPORTATION\31614-01\MACON_236\UTILITIES\UO-2.DGN3/31/17CORED SLAB BRIDGE
NEW STRUCTURE:NAD 83 NA 2011
Middlesboro,
Kentucky
Tri-Cities,
Tennessee
All Rights Reserved
Charlotte,
North Carolina
Tennessee
Knoxville,
South Carolina
Spartanburg,
Asheville,
North Carolina
Copyright 2006 Vaughn & Melton, Inc.c
704 357 0488
423 467 8401
865 546 5800
606 248 6600
864 574 4775
828 253 2796

Consulting Engineers
NC License Number F-1088
CONTRACT:PROJECT WBS:C
C
C
C
F
F F
F
F
FF
F
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
2/27/2018R:\Roadway\Xsc\17BP14R156_rdy_xpl_L.dgnwashamerPROJ. REFERENCE NO.SHEET NO.0
6/23/162290 2290
2295 2295
2300 2300
2305 2305
2310 2310
2315 2315
2285 2285
2290 2290
2295 2295
2300 2300
2305 2305
2310 2310
2285 2285
X-117BP.14.R.156
-L-
2.5 5
11+00
11+50
BEGIN PROJECT
2296.06
0.0300.005
EPEPEP2293.56 2:12:1 0.0200.020 2293.872:12292.04 EPEP
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
2/27/2018R:\Roadway\Xsc\17BP14R156_rdy_xpl_L.dgnwashamerPROJ. REFERENCE NO.SHEET NO.0
6/23/162285 2285
2290 2290
2295 2295
2300 2300
2305 2305
2310 2310
2280 2280
2285 2285
2290 2290
2295 2295
2300 2300
2305 2305
2310 2310
2315 2315
2280 2280
X-217BP.14.R.156
-L-
2.5 5
12+00
12+50
2290.76 2:12:1 0.0200.020 2291.402:12289.42 EPEP2288.28 2:12:1 0.0040.020 2289.032286.862:1EPEP
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
2/27/2018R:\Roadway\Xsc\17BP14R156_rdy_xpl_L.dgnwashamerPROJ. REFERENCE NO.SHEET NO.0
6/23/162280 2280
2285 2285
2290 2290
2295 2295
2300 2300
2305 2305
2310 2310
2275 2275
2280 2280
2285 2285
2290 2290
2295 2295
2300 2300
2305 2305
2310 2310
2275 2275
X-317BP.14.R.156
-L-
2.5 5
13+00
13+50
2286.31 2:12:1
0.0230.023 2287.11EPEP2284.49
0.0400.040 2285.64
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
2/27/2018R:\Roadway\Xsc\17BP14R156_rdy_xpl_L.dgnwashamerPROJ. REFERENCE NO.SHEET NO.0
6/23/162280 2280
2285 2285
2290 2290
2295 2295
2300 2300
2305 2305
2275 227513+52.34
2275 2275
2280 2280
2285 2285
2290 2290
2295 2295
2300 2300
2305 2305
2310 2310
2270 2270
13+99.66
X-417BP.14.R.156
-L-
2.5 5
BEGIN BRIDGE
END BRIDGE
2284.41
0.0400.040 2285.582279.70 2:1
2283.84
0.0400.040 2284.632278.68 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
2/27/2018R:\Roadway\Xsc\17BP14R156_rdy_xpl_L.dgnwashamerPROJ. REFERENCE NO.SHEET NO.0
6/23/162275 2275
2280 2280
2285 2285
2290 2290
2295 2295
2300 2300
2305 2305
2270 2270
2275 2275
2280 2280
2285 2285
2290 2290
2295 2295
2300 2300
2305 2305
2310 2310
2270 2270
X-517BP.14.R.156
-L-
2.5 5
14+00
14+50
2283.83
0.0400.040 2284.632284.01 2:12:1
0.0400.040 2283.84EPEP
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
2/27/2018R:\Roadway\Xsc\17BP14R156_rdy_xpl_L.dgnwashamerPROJ. REFERENCE NO.SHEET NO.0
6/23/162275 2275
2280 2280
2285 2285
2290 2290
2295 2295
2300 2300
2270 2270
2275 2275
2280 2280
2285 2285
2290 2290
2270 2270
2275 2275
2280 2280
2285 2285
2270 2270
X-617BP.14.R.156
-L-
2.5 5
16+00
15+00
15+50
END PROJECT
2282.89 2:12:1 0.0400.040 2283.05EPEP2282.12 2:12:1 0.0270.020 2282.27EPEP2281.47
0.0080.019
EPEP
2290
2280
2270
SECTION ALONG -L-
PLAN
END BENT 1 END BENT 2
-L-
23'-8"23'-8"
47'-4" ALONG { -L- (FILL FACE END BENT 1 TO FILL FACE END BENT 2)
PC STA. 14+38.62 -L-
SPAN A
(STEEL PILES NOT SHOWN FOR CLARITY)
(SECTION AT END BENTS TAKEN AT RIGHT ANGLES)
DATA -L-
VERTICAL CURVE
(-)1.5733%(-)5.2000%
VC = 200'
EL = 2286.20'
PI = 13+00.00
FLOW13+00
STAGE 1STAGE 237.6" E 47' N 85°
STA. 13+41.50 -L-
BEGIN APPROACH SLAB
STA. 14+10.50 -L-
END APPROACH SLAB
STA. 13+52.34 -L-
END BENT 1
W.P. 1 @ FILL FACE
W.P. 2 @ FILL FACE
STA. 13+99.66 -L-
END BENT 2
ID STA. 13+76.00 -L-
14+00
STRUCTURE
EXISTING
CROSSING ROAD
TO DEER
(UPPER BURNINGTOWN RD.)
TO SR 1392
13+00
13+50
14+00
14+50
(TYP.)
105°-00'-00"
DATA -L-
HORIZONTAL CURVE
R = 375.00'
T = 58.84'
L = 116.73'
D = 15°-16'-43.9"
= 17°-50'-04.5" (LT.)
PI = 14+97.46
EL. 2274.53
EARTH BERM
EL. 2276.17
EARTH BERM
EL. 2274.68
EARTH BERM
EL. 2282.74
LOW CHORD
EL. 2281.88
LOW CHORD
FILL FACE @ END BENT 2
GRADE POINT EL. 2284.63
STA. 13+99.66 -L-
FILL FACE @ END BENT 1
GRADE POINT EL. 2285.58
STA. 13+52.34 -L-(TYP.)1'-0"(TYP.)
STEEL PILES
53

X

HP 12
FIX
FIX
EXCAVATION (TYP.)
1'-6" TO UNCLASSIFIED
(TYP.)
SUBSTRUCTURE
EXISTING
BASE HIGH WATER ELEVATION:
BASE DISCHARGE (Q100):
DRAINAGE AREA:
DESIGN HIGH WATER ELEVATION:
FREQUENCY OF DESIGN FLOOD:
DESIGN DISCHARGE:
HYDRAULIC DATA
OVERTOPPING DATA
OVERTOPPING FLOOD ELEVATION:
FREQUENCY OF OVERTOPPING:
OVERTOPPING DISCHARGE:
2284.5
1,900 CFS
5.51 SQ. MI.
2283.6
25 YRS.
1400 CFS
2284.7
100| YRS.
1,900 CFS
EL. 2283.6
25 YR. W.S.EL. 2284|EL. 2285|
(9/30/16)
W.S. EL. 2276.0EL. 2277|EL. 2279|EL. 2285|EL. 2284|
SHEET 1 OF 2
AND SR 1392
BETWEEN DEER CROSSING ROAD
PRONG BURNINGTOWN CREEK
(RAY CREEK ROAD) OVER LEFT
FOR BRIDGE ON SR 1396
GENERAL DRAWING
S-1
GROUNDLINE
APPROX. EXISTING
EXCAVATION (TYP.)
UNCLASSIFIED
(TYP.)
RIP RAP
CLASS II
(TYP.)
RIP RAP
CLASS II
EL. 2276.03
EARTH BERM
BERM (TYP.)
2'-0" MIN.
BERM (TYP.)
5'-0" EARTH
EL. 2284.5
BASE DESIGN (Q100)
EL. 2278|EL. 2278|
DRAIN (TYP.)
GRADE TO
AND PAY ITEM)
(TRAFFIC CONTROL DETAIL
(STAGE 1, TYP.)
TEMPORARY SHORING CREEKBURNINGTOWNLEFT PRONGREPLACES BRIDGE NO. 236
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_001_17BP.14.R.156_SMU_GD01_001_550236.dgn9:28:14 AMDRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
JWJ
JWJ
17BP.14.R.156
12-17
1-18
1-18
038640
SEAL
SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018
14+00
105°-00'-00" (TYP.)
PC STA. 14+38.62 -L-
STRUCTURE
EXISTING
ID STA. 13+76.00 -L-
(UPPER BURNINGTOWN RD.)
TO SR 1392
CROSSING ROAD
TO DEER
RAY CREEK RD.
SR 1396
-L-
AND PAY ITEM) (TYP.)
(ROADWAY DETAIL
PROPOSED GUARDRAIL FLOWLOCATION SKETCH
BENCHMARK BM-1: NAIL IN 12" POPLAR, STA. 12+52.84 -L-, 27.94' LT., ELEV. 2290.25, N 562009.497, E 650507.962
SPECIAL PROVISIONS.
SEE UTILITY PLANS AND
FOR UTILITY INFORMATION,
GENERAL NOTES
FOUNDATION NOTES
TOTAL BILL OF MATERIAL
STAGE 1
STAGE 2
END BENT 1
STAGE 2
STAGE 1
STAGE 2
STAGE 1
END BENT 2
TOTAL
LUMP SUM
LUMP SUM
EXCAVATION
STRUCTURE
UNCLASSIFIED
LUMP SUM
LUMP SUM
STRUCTURE
SUPER-
CONCRETE
CLASS A
CU. YD.
SLABS
APPROACH
BRIDGE
LUMP SUM
LUMP SUM
STEEL
REINFORCING
LBS.NO.LIN. FT.
(2'-0" THICK)
CLASS II
RIP RAP
TONS
DRAINAGE
FOR
GEOTEXTILE
SQ. YDS.
BEARINGS
ELASTOMERIC
LUMP SUM NO.LIN. FT.LIN. FT.
RAIL
BARRIER
CONCRETE
VERTICAL
PILES
STEEL
53

X

12

HP
EA.
LUMP SUM
ASSESSMENT
ASBESTOS
LUMP SUM
LUMP SUM
STEEL PILES
53

X

12

FOR HP
EQUIPMENT SETUP
PILE DRIVING
3
3
5
STA. 13+76.00 -L-
STRUCTURE AT
EXISTING
REMOVAL OF
2
2
10
3
2
3
2
10
80
95
80
5
10 450.0
225.0
225.0
AND SR 1392
BETWEEN DEER CROSSING ROAD
PRONG BURNINGTOWN CREEK
(RAY CREEK ROAD) OVER LEFT
FOR BRIDGE ON SR 1396
GENERAL DRAWING
SHEET 2 OF 2
S-2
CORED SLABS
CONCRETE
PRESTRESSED
3'-0" X 1'-9"
120.0
40.0
45.0
30.0
235.0
45.0
45.0
90.0
10.3
10.2
10.4
10.1
41.0 175 175
(TYP.)
RIP RAP
CLASS II
FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION ACTIVITIES, SEE SPECIAL PROVISIONS.
TEMPORARY SHORING WILL BE REQUIRED IN THE AREAS INDICATED IN THE PLAN VIEW. FOR TEMPORARY SHORING, SEE SPECIAL PROVISIONS.
ASPHALT WEARING SURFACE IS INCLUDED IN ROADWAY QUANTITY ON ROADWAY PLANS.

FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.

FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.

FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.

FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.

THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH ``HEC 18 - EVALUATING SCOUR AT BRIDGES''.

PROJECT SITE.
ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE
CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR
THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR THE

FOR UNCLASSIFIED STRUCTURE EXCAVATION. SEE SECTION 412 OF THE STANDARD SPECIFICATIONS.
30'| (RIGHT) AT END BENT 1, 36'| (LEFT AND RIGHT) AT END BENT 2, AS DIRECTED BY THE ENGINEER. THIS WORK WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE
THE MATERIAL SHOWN IN THE CROSS-HATCHED AREA (ON SHEET 1 OF 2) SHALL BE EXCAVATED FOR A DISTANCE FROM THE CENTERLINE OF ROADWAY OF 28'| (LEFT) AND
CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE FOR ``REMOVAL OF EXISTING STRUCTURE AT STATION 13+76.00 -L-''.
STANDARD SPECIFICATIONS. ANY COSTS RESULTING FROM COMPLIANCE WITH APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF MATERIALS
INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS LEAD, THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF THE
FOR REVIEW AND REMOVE THE BRIDGE IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.
REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW DEBRIS TO FALL INTO THE WATER. THE CONTRACTOR SHALL SUBMIT DEMOLITION PLANS
POSTS, AND SILLS SHALL BE REMOVED IN STAGES. THE EXISTING BRIDGE IS PRESENTLY POSTED FOR LOAD LIMIT.
THE EXISTING STRUCTURE CONSISTING OF (1) 30'-6" SPAN WITH TIMBER DECK ON STEEL I-BEAMS WITH A CLEAR ROADWAY OF 19'-9" AND SUPPORTED BY TIMBER CAPS,

FOR EROSION CONTROL MEASURES, SEE EROSION CONTROL PLANS.

FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE ``STANDARD NOTES'' SHEET.
THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1.
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.

ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING.
IN A MAXIMUM PREDRILLING DIAMETER OF 12 INCHES. FOR PREDRILLING FOR PILES, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.
PREDRILLING FOR PILES IS REQUIRED AT END BENT 2. PREDRILL PILE LOCATIONS TO AN ELEVATION NO LOWER THAN 2268 FEET WITH EQUIPMENT THAT WILL RESULT
IN A MAXIMUM PREDRILLING DIAMETER OF 12 INCHES. FOR PREDRILLING FOR PILES, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.
PREDRILLING FOR PILES IS REQUIRED AT END BENT 1. PREDRILL PILE LOCATIONS TO AN ELEVATION NO LOWER THAN 2269 FEET WITH EQUIPMENT THAT WILL RESULT
STEEL H-PILE POINTS ARE REQUIRED FOR STEEL H-PILES AT END BENTS 1 AND 2. FOR STEEL PILE POINTS, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.
DRIVE PILES AT END BENT 1 AND END BENT 2 TO A REQUIRED DRIVING RESISTANCE OF 125 TONS PER PILE.
PILES AT END BENT 1 AND END BENT 2 ARE DESIGNED FOR A FACTORED RESISTANCE OF 75 TONS PER PILE.
FOR PILES, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.CREEKBURNINGTOWNLEFT PRONGTYPE-III
TYPE-III
TYPE-III
TYPE-III
LIN. FT.
30.0
20.0
30.0
20.0
POINTS
STEEL PILE
FOR PILES
PREDRILLING
EA.
3
2
3
2
10 100.0
95
1,293
1,212
1,299
1,206
5,010
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_003_17BP.14.R.156_SMU_GD02_002_550236.dgn9:28:16 AMDRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
JWJ
JWJ
17BP.14.R.156
12-17
1-18
1-18
038640
SEAL
SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018
CLEAR ROADWAY
12'-0"|
17'-0"|
DEMOLITION
STAGE 1
3'-0"|
SUPERSTRUCTURE
EXISTING
GUARDRAIL
TEMPORARY
-L-
4'-3"| MAX.
3'-2"| MIN.
SAW CUT LINE
FULL DEPTH
EXIST. DECK
STAGE 1A
3.
2.
1.
LOOKING UPSTATION
SAW CUT AND REMOVE LEFT PORTION OF EXISTING DECK AND END BENTS.
FLANGE OF STEEL BEAM.
ANCHOR TEMPORARY GUARDRAIL THROUGH EXISTING BRIDGE DECK AND TOP
MEASUREMENTS VARY FROM PLAN DIMENSIONS.
VERIFY EXISTING BRIDGE DIMENSIONS. CONTACT ENGINEER IF FIELD
CLEAR ROADWAY
12'-0"|
17'-0"|
SUPERSTRUCTURE
EXISTING
GUARDRAIL
TEMPORARY
-L-
4'-3"| MAX.
3'-2"| MIN.
SAW CUT LINE
FULL DEPTH
EXIST. DECK
STAGE 1B
3.
2.
1.
LOOKING UPSTATION
BARRIER RAIL
VERTICAL CONCRETE
1•" MIN.
0.04
SURFACE
ASPHALT WEARING
PARTIAL DEPTH
15'-0" (STAGE 1)
1'-0"
1"11'-3" CLEAR ROADWAY
GUARDRAIL
TEMPORARY
SUPERSTRUCTURE
EXISTING
-L-
4'-3"| MAX.
3'-2"| MIN.
SAW CUT LINE
FULL DEPTH
EXIST. DECK
15'-0" (STAGE 1)
1'-0"
1"11'-3" CLEAR ROADWAY
GUARDRAIL
TEMPORARY
STAGE 2A
2.
1.
LOOKING UPSTATION
(STAGE 2 DEMOLITION)
17'-0"|
15'-0" (STAGE 1)
1'-0"
1"11'-3" CLEAR ROADWAY
GUARDRAIL
TEMPORARY
-L-
15'-0" (STAGE 2)
0.04
1•" MIN.
CONST. JT.
SURFACE
ASPHALT WEARING
PARTIAL DEPTH
STAGE 2B
LOOKING UPSTATION
2.
1.
1'-0"
1"
-L-
0.04
SURFACE
ASPHALT WEARING
FULL DEPTH
0.04
(TYP.)
CONST. JT.
(TYP.)
CONST. JT.
BARRIER RAIL (TYP.)
VERTICAL CONCRETE
BARRIER RAIL (TYP.)
VERTICAL CONCRETE
THICKNESS (TYP. EA. SIDE)
(SHEET 1 OF 4)'' FOR ASPHALT
CONCRETE CORED SLAB UNIT
SEE ``3'-0" X 1'-9" PRESTRESSED
1"
1'-0"
27'-10" CLEAR ROADWAY
13'-11"13'-11"
STAGE 3
LOOKING UPSTATION
2.
1.
SURFACE TO THE LIMITS SHOWN.
PAVE FULL DEPTH ASPHALT WEARING
REMOVE TEMPORARY GUARDRAIL.
PLAN
BRIDGE STAGING
S-3
30'-0" (FINAL)
THE LIMITS SHOWN.
PAVE PARTIAL DEPTH ASPHALT WEARING SURFACE TO
CONSTRUCT RIGHT PORTION OF PROPOSED BRIDGE.
END BENTS.
REMOVE REMAINDER OF EXISTING SUPERSTRUCTURE AND
SHIFT TRAFFIC TO NEWLY CONSTRUCTED BRIDGE (STAGE 1).
TO THE LIMITS SHOWN.
PAVE PARTIAL DEPTH ASPHALT WEARING SURFACE
ANCHOR TEMPORARY GUARDRAIL TO NEW BRIDGE.
CONSTRUCT LEFT PORTION OF PROPOSED BRIDGE.
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_005_17BP.14.R.156_SMU_PC01_003_550236.dgn9:28:19 AMDRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
JWJ
JWJ
17BP.14.R.156
12-17
1-18
1-18
038640
SEAL
SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018
1
2
3
LOAD AND RESISTANCE FACTOR RATING (LRFD) SUMMARY FOR PRESTRESSED CONCRETE GIRDERS
STRENGTH I LIMIT STATE SERVICE III LIMIT STATE
MOMENT SHEAR MOMENT
LEVELVEHICLE(TONS) WEIGHT (W) LOAD RATING CONTROLLING (RF)RATING FACTORSMINIMUMTONS = W X RF FACTORS LIVELOADFACTORS (DF)DISTRIBUTIONRATING FACTOR SPANGIRDER LOCATIONSPAN (ft)LEFT END OFDISTANCE FROMFACTORS (DF)DISTRIBUTIONRATING FACTOR SPAN GIRDER LOCATIONSPAN (ft)LEFT END OFDISTANCE FROMFACTORS LIVELOADFACTORS (DF)DISTRIBUTIONRATING FACTORSPANGIRDER LOCATIONSPAN (ft)LEFT END OFDISTANCE FROMCOMMENT NUMBERRATING
LOAD
DESIGN
RATING
LOAD
LEGAL SVTTSTHL-93(Inv)N/A 1 1.098 --1.75 0.272 1.36 EL 21.982 0.617 1.46 EL 35.172 0.80 0.272 1.10 EL 21.982
HL-93(Opr)N/A --1.764 --1.35 0.272 1.76 EL 21.982 0.617 1.89 EL 35.172 N/A ----------
HS-20(Inv)36.000 2 1.347 48.507 1.75 0.272 1.67 EL 21.982 0.617 1.68 EL 8.793 0.80 0.272 1.35 EL 21.982
HS-20(Opr)36.000 --2.165 77.938 1.35 0.272 2.16 EL 21.982 0.617 2.17 EL 8.793 N/A ----------
SNSH 13.500 --2.632 35.536 1.4 0.272 4.08 EL 21.982 0.617 4.43 EL 35.172 0.80 0.272 2.63 EL 21.982
SNGARBS2 20.000 --2.126 42.513 1.4 0.272 3.29 EL 21.982 0.617 3.32 EL 35.172 0.80 0.272 2.13 EL 21.982
SNAGRIS2 22.000 --2.085 45.877 1.4 0.272 3.19 EL 17.586 0.617 3.15 EL 35.172 0.80 0.272 2.09 EL 21.982
SNCOTTS3 27.250 --1.314 35.814 1.4 0.272 2.04 EL 21.982 0.617 2.23 EL 8.793 0.80 0.272 1.31 EL 21.982
SNAGGRS4 34.925 --1.16 40.51 1.4 0.272 1.8 EL 21.982 0.617 1.97 EL 35.172 0.80 0.272 1.16 EL 21.982
SNS5A 35.550 --1.13 40.167 1.4 0.272 1.75 EL 21.982 0.617 2.06 EL 8.793 0.80 0.272 1.13 EL 21.982
SNS6A 39.950 --1.064 42.522 1.4 0.272 1.65 EL 21.982 0.617 1.94 EL 35.172 0.80 0.272 1.06 EL 21.982
SNS7B 42.000 3 1.015 42.617 1.4 0.272 1.57 EL 21.982 0.617 1.98 EL 35.172 0.80 0.272 1.01 EL 21.982
TNAGRIT3 33.000 --1.306 43.112 1.4 0.272 2.02 EL 21.982 0.617 2.26 EL 8.793 0.80 0.272 1.31 EL 21.982
TNT4A 33.075 --1.32 43.663 1.4 0.272 2.05 EL 21.982 0.617 2.14 EL 35.172 0.80 0.272 1.32 EL 21.982
TNT6A 41.600 --1.108 46.093 1.4 0.272 1.72 EL 21.982 0.617 2.11 EL 35.172 0.80 0.272 1.11 EL 21.982
TNT7A 42.000 --1.129 47.436 1.4 0.272 1.75 EL 21.982 0.617 1.96 EL 35.172 0.80 0.272 1.13 EL 21.982
TNT7B 42.000 --1.176 49.384 1.4 0.272 1.82 EL 21.982 0.617 1.88 EL 35.172 0.80 0.272 1.18 EL 21.982
TNAGRIT4 43.000 --1.12 48.157 1.4 0.272 1.74 EL 21.982 0.617 1.8 EL 35.172 0.80 0.272 1.12 EL 21.982
TNAGT5A 45.000 --1.042 46.893 1.4 0.272 1.61 EL 21.982 0.617 1.88 EL 35.172 0.80 0.272 1.04 EL 21.982
TNAGT5B 45.000 --1.017 45.785 1.4 0.272 1.58 EL 21.982 0.617 1.7 EL 35.172 0.80 0.272 1.02 EL 21.982
STD. NO. 21LRFR1_75&105S_45L
45'45'45'
45'45'
45'45'45'
45'45'
45'45'45'
45'45'45'
45'45'45'
45'45'45'
45'45'45'
45'45'45'
45'45'45'
45'45'45'
45'45'45'
45'45'45'
45'45'45'
45'45'45'
45'45'45'
45'45'45'
45'45'45'
45'45'45'
STANDARD
(NON-INTERSTATE TRAFFIC)
LIMIT STATE
STRENGTH I
DC
1.25
1.00
1.50
1.00
DWgg
SERVICE III
NOTES:
COMMENTS:
1.

2.

3.

4.
#
1
2
3
* * SEE CHART FOR VEHICLE TYPE
LEGAL LOAD RATING * *
CONTROLLING LOAD RATING
LOAD FACTORS:
I
EL
ER
- INTERIOR GIRDER
- EXTERIOR LEFT GIRDER
- EXTERIOR RIGHT GIRDER

GIRDER LOCATION
DESIGN LOAD RATING (HL-93)
DESIGN LOAD RATING (HS-20)
DESIGN
LOAD
RATING
FACTORS
REQUIRED FOR DESIGN.
ALLOWABLE STRESSES FOR SERVICE III LIMIT STATE ARE AS

SERVICE III LIMIT STATES.
MINIMUM RATING FACTORS ARE BASED ON THE STRENGTH I AND
DRAWN BY : CVC 6/10
CHECKED BY : DNS 6/10
LRFR SUMMARY
FOR SPAN `A'
105° SKEW
45' CORED SLAB UNIT
LRFR SUMMARY FOR
S-4
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
JWJ
JWJ
ASSEMBLED BY :12-17
1-18
1-18
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_007_17BP.14.R.156_SMU_LRFR_004_550236.dgn9:28:22 AMDESIGN ENGINEER OF RECORD :
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
17BP.14.R.156
038640
SEAL
SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018
1''STRAND VISE
TRANSVERSE STRAND
HOLE FOR
D D
CORED SLAB
OF EXTERIOR
OUTSIDE FACE
†'' X 5'' X 5'' }4‚"5
‚
"
GRADE PT.
5" @ { BRG.
ROADWAY PLANS)
SURFACE (SEE
ASPHALT WEARING
30'-0"
1"1'-0"27'-10" (CLEAR ROADWAY)1"1'-0"1'-9"(TYP.)10 PRESTRESSED CONCRETE CORED SLAB UNITS = 30'-0"
13'-11"13'-11"
-L-
3'-0"
CONCRETE BARRIER RAIL SECTION''
FOR DETAILS SEE ``VERTICAL
VERTICAL CONCRETE BARRIER RAIL (TYP.)
HALF SECTION
AT INTERMEDIATE DIAPHRAGMS
HALF SECTION
THROUGH VOIDS
DEBONDING LEGEND
END ELEVATION
SHEAR KEY DETAIL
#4 S2
#5 S3
#4 S2
@ 2" CTS.
2 SPA.
@ 2" CTS.
2 SPA.
@ 2" CTS.
4 SPA.
FIXED END
SECTION AT END BENT
SHEETS FOR DETAILS
SEE ``END BENT''
& #6 DOWELS
À BEARING
PREVENT BOND.
ROOFING FELT TO
2 LAYERS OF 30 LB.
SHEET FOR DETAILS
APPROACH SLAB''
SEE ``BRIDGE
BEARING PAD
ELASTOMERIC
2"2"TYPICAL SECTION
THICKNESS SEE THE ``VERTICAL CONCRETE BARRIER RAIL SECTION'' DETAIL.
FOLLOWS THE PROFILE OF THE GUTTERLINE. FOR RAIL HEIGHT DETAILS AND ASPHALT
OF THE BARRIER RAIL AND ASPHALT THICKNESS VARIES WHILE THE TOP OF THE BARRIER RAIL
THE MAXIMUM BARRIER RAIL HEIGHT AND ASPHALT THICKNESS IS SHOWN. THE HEIGHT* -2•"3'-0"
1'-6"1'-6"
8•"9•"9•"8•"
1'-2"4"4"1'-2"
3"3"2•"2"ƒ"ƒ"3"4"…"…"
6"9"9"1'-6"1'-1•"
1•" ~ BACKER ROD
EXT. SLAB SECTION
(13 STRANDS REQUIRED)
RELAXATION STRAND LAYOUT
0.6'' • LOW 4"CONTRACTOR.
DETERMINED BY
RECESSED …". SIZE TO BE
EXTERIOR UNIT AND
CAST IN OUTSIDE FACE OF
PERMITTED THREADED INSERT
SURFACE
ASPHALT WEARING
(TYP.)
CONST. JT.
INTERIOR SLAB SECTION
VOIDS
105° SKEW
CORED SLAB UNIT
PRESTRESSED CONCRETE
3'-0'' X 1'-9''
3"3"11"4"4"11"
10"1'-4"10"
1'-6"1'-6"
3'-0"
SHOWN (AS NEEDED)
#3 BARS PLACED AS``B'' #4
1'-2''11"11"
FOR DETAILS)
(SEE SHEET 3 OF 4
TEMPORARY GUARDRAIL
ANCHOR ASSEMBLY FOR 9•"1'-9"11•"#4 S2 2•"2"2"1'-9"10•"10•"@ 2" CTS.
2 SPA.
@ 2" CTS.
2 SPA.
@ 2" CTS.
4 SPA.
VOIDS
8" •
HOLES
DOWEL
À 2•" •
PRESTRESSED CONCRETE CORED SLABS
SHALL BE INCLUDED IN THE PRICE BID FOR
THE #3 BARS ARE INCIDENTAL AND THE COST
(13 STRANDS REQUIRED)
3"7"3"7"
3"7"7"3"END BENT 2@ { BRG.END BENT 1@ { BRG.END BENT 2@ { BRG.END BENT 1@ { BRG.3'-10•" *3'-10„" *3'-11•" *3'-11‡" *5•" @ { BRG. END BENT 2
5‡" @ { BRG. END BENT 1
STAGING PLAN" SHEETS.
THICKNESS AT STAGES, SEE "BRIDGE
THE FINAL CONDITION. FOR ASPHALT
ASPHALT THICKNESS SHOWN IS FOR
UPSTATION.
FROM LEFT TO RIGHT, LOOKING
CORED SLAB UNITS ARE NUMBERED
4•" @ { BRG. END BENT 2
4„" @ { BRG. END BENT 1
0.04
0.04
15'-0" (STAGE 1)15'-0" (STAGE 2)
TRANSVERSE STRANDS
FINAL TENSIONING OF STAGE 2
FILLED WITH GROUT AFTER
STAGE 2 SHEAR KEYS TO BE
STAGE 1 TRANSVERSE STRANDS
GROUT AFTER FINAL TENSIONING OF
STAGE 1 SHEAR KEYS TO BE FILLED WITH
IN 2•" ~ HOLE
POST-TENSIONING STRAND
0.6" ~ L.R. TRANSVERSE
UNIT #5
CORED SLAB
STRAND VISE
TRANSVERSE STRAND
HOLE FOR
BB
ELEVATION VIEW SECTION B-B1"4"4‚"‚
"
‚
"
5
‚
" x
10
‚
"
CORED SLAB
OF EXTERIOR
OUTSIDE FACE
1'-2"
5
"10•"WITH GROUT
FILL RECESS
10•"4"
‚
"
‚
"
SECTION D-D
ELEVATION VIEW
CORED SLAB UNIT #10
NON-CORROSIVE PIPE
SHEATHED WITH A
POST-TENSIONING STRAND
{ 0.6" ~ L.R. TRANSVERSE †" x 5" x 10" }
NON-CORROSIVE PIPE
SHEATHED WITH A
POST-TENSIONING STRAND
À 0.6'' • L.R. TRANSVERSE
CORED SLAB UNIT #1
POST-TENSIONED STRAND CORED SLABS
GROUTED RECESS AT END OF
TRANSVERSE STRAND
HOLE FOR
ELEVATION VIEW 1"4"4‚"‚
"
‚
"
1'-2"10•"WITH GROUT
FILL RECESS
NON-CORROSIVE PIPE
SHEATHED WITH A
POST-TENSIONING STRAND
{ 0.6" ~ L.R. TRANSVERSE
†" x 5" x 10" }
CORED SLAB UNIT #5
OF CORED SLAB
RIGHT SIDE FACE
VISE
STRAND
SECTION C-C
SHEET 1 OF 4
S-5
INTERIOR SLAB SECTION (C.S.U. #5 ONLY)
INTERIOR SLAB SECTION)
(FOR PRESTRESSED STRAND LAYOUT, SEE
UNIT SIMILAR EXCEPT SHEAR KEY LOCATION.
INTERIOR SLAB UNIT SHOWN-EXTERIOR SLAB
(STRAND LAYOUT NOT SHOWN.)
AND LOCATION OF DOWEL HOLES.
SHOWING PLACEMENT OF DOUBLE STIRRUPS
5
‚
"
THREADED INSERT DETAIL
WITH GROUT
FILL RECESS
C C
#4 ``B''2•"#4 ``B''
#5 S1
#5 S1
#5 S11'' CL.1'' CL.#5 S1
3'-0"1'-2•"#4 ``B''1'-2•"SPECIFICATIONS, ARTICLE 1078-7.
AT NO ADDITIONAL COST. SEE STANDARD
BE DEBONDED FOR THE FULL LENGTH OF THE UNIT
IN THE CORED SLAB UNIT, THE STRANDS SHALL
FABRICATOR CHOOSES TO INCLUDE THESE STRANDS
THESE STRANDS ARE NOT REQUIRED. IF THE
OPTIONAL FULL LENGTH DEBONDED STRANDS.
SEE STANDARD SPECIFICATIONS, ARTICLE 1078-7.
DISTANCE OF 2'-0" FROM END OF CORED SLAB UNIT.
BOND SHALL BE BROKEN ON THESE STRANDS FOR A
OF EXTERIOR CORED SLABS.
NOTE: OMIT SHEAR KEY ON OUTSIDE FACE
2•'' • DOWEL HOLE
12" • VOIDS
1'-6"1'-6"
10"1'-4"10"
11"4"4"11"3"3"1'-8"3'-0"
1'-4"10"
3"3"3"1'-9"10•"12" • VOIDS
3"3"2"3…" CL.
10"10•"NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_009_17BP.14.R.156_SMU_PCCS01_005_550236.dgn9:28:24 AMDRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
JWJ
JWJ
17BP.14.R.156
12-17
1-18
1-18
038640
SEAL
SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018

PLAN OF UNIT
52-#5 S4 (SPACED TO MATCH S3 IN VERTICAL CONCRETE BARRIER RAIL)
(TYP.)
SPLICE
(2 BAR RUNS)
BARRIER RAIL
VERTICAL CONCRETE
12-#5 B12 IN
(TYP.)
1'-2"
4"
(TYP.)
#5 S4
#5 S3 &#4 S2
GUTTERLINE
#4 S2
(TYP.)
105°-00'-00''
-L-
(2 BAR RUNS)
#4 B5 (TYP.)
#4 S2
#5 S4
#5 S3 &
(2 BAR RUNS)
BARRIER RAIL
VERTICAL CONCRETE
12-#5 B12 IN
(2 BAR RUNS)
BARRIER RAIL
VERTICAL CONCRETE
12-#5 B12 IN
#5 S4
#5 S3 &
#4 S2
GUTTERLINE
#5 S4
#5 S3 &
(TYP.)
RECESS DETAILS
SEE GROUTED
15'-0"15'-0"15'-0"1'-0"27'-10" (CLEAR ROADWAY)1'-0"1"22'-6"

3'-0"
3'-0"
105° SKEW
27'-10" CLEAR ROADWAY
PLAN OF 45' UNIT
(2 BAR RUNS)
BARRIER RAIL
VERTICAL CONCRETE
12-#5 B12 IN
45'-0"
(TYP.)
MAT'L. IN RAIL
{ •" EXP. JT.
(TYP.)
MAT'L. IN RAIL
{ •" EXP. JT.
22'-6"
6"52-#5 S3 (SPACED AS SHOWN IN DETAIL ``A'') (TYP. EA. EXT. UNIT)
54-#4 S2 PAIRS (SPACED AS SHOWN IN DETAIL ``A'') (TYP. EA. UNIT)1"3'-5"
1'-2"
4"
1'-2"
4"
1'-2"
4"
1'-9"10 PRESTRESSED CONCRETE CORED SLAB UNITS = 30'-0"SPLICE
#5 S3 @ 1'-0" CTS.
VOIDS
12" •
@ APPROX. EQ. SPA.
6"8-#5 S3 @ 6" CTS.2•"6"1'-0"5'-4Ž"3'-0"1'-7"#5 S3
2-#5 S1
DOWEL HOLES
À 2•" •
9-#4 S2 PAIRS
@ 1'-0" CTS.@ 10" CTS.
#4 S2 PAIRS 7-#4 S2 PAIRS
2'-1‹"8•"8•"(TYP.)
SEE DETAIL ``A''
UNIT SIMILAR EXCEPT OMIT #5 S3 BARS.
NOTE: EXTERIOR UNIT SHOWN - INTERIOR
(SIMILAR EACH END OF UNIT)
EXCEPT UNIT #5)
(TYP. EA. SLAB UNIT,
12" ~ VOIDS
IN 2•'' ~ HOLE
POST-TENSIONING STRAND
{ 0.6'' ~ L.R. TRANSVERSE
DETAIL ``B''2•"2•"5"2Œ"
2Œ"
15'-0"15'-0"
BARRIER RAIL
VERTICAL CONCRETE
12-#5 B12 BARS IN
1'-2"
4"
1'-2"
4"STAGE 1STAGE 22•" ~ HOLE (STAGE 2, TYP.)
POST-TENSIONING STRAND IN
{ 0.6'' ~ L.R. TRANSVERSE
2•" ~ HOLE (STAGE 1, TYP.)
POST-TENSIONING STRAND IN
{ 0.6'' ~ L.R. TRANSVERSE
#5 ONLY)
(TYP. UNIT
8" ~ VOIDS
SEE DETAIL ``B''
(TYP.)
RECESS DETAILS
SEE GROUTED
(TYP.)
RECESS DETAILS
SEE GROUTED
DETAIL ``A''
2•" ~ TRANSVERSE POST-TENSIONING STRAND HOLES
TO MAINTAIN 1" CLEAR TO GROUTED RECESS AND
#4 S2 BARS MAY BE SHIFTED AS NECESSARY
6"
SHEET 2 OF 4
S-6NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_011_17BP.14.R.156_SMU_PCCS02_006_550236.dgn9:28:26 AMDRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
JWJ
JWJ
17BP.14.R.156
12-17
1-18
1-18
038640
SEAL
SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018
1'-2"11"11"(TYP.)
6'-3"
4'-1•"
A
A
3'-4•"
(TYP.)
TEMPORARY GUARDRAIL
ANCHOR ASSEMBLY FOR
45'-0"
PLAN OF CORED SLAB UNIT #5
APPROACH SLAB FOR PRESTRESSED CONCRETE CORED SLAB UNIT".)
(FOR ANCHOR ASSEMBLY SPACING ON APPROACH SLABS, SEE "BRIDGE
(SHOWING LOCATION OF ANCHOR ASSEMBLIES)
SHEET 3 OF 4
ANCHOR ASSEMBLY NOTES
C.
A.
B.
THE TEMPORARY GUARDRAIL ANCHOR ASSEMBLY SHALL CONSIST OF THE FOLLOWING COMPONENTS:
MINIMUM ALLOWABLE SIZE AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF 100,000 P.S.I.
WIRE STRUTS SHOWN IN THE ANCHOR ASSEMBLY FOR TEMPORARY GUARDRAIL DETAIL ARE THE
ALTERNATE SHALL BE APPROVED BY THE ENGINEER.)
SHALL CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS OF ASTM A307. THE USE OF THIS
BOLTS MAY BE USED AS AN ALTERNATE FOR THE 1" ~ x 2‚" GALVANIZED BOLTS AND WASHERS. THEY
A307. BOLTS AND WASHERS SHALL BE GALVANIZED. (AT THE CONTRACTOR'S OPTION, STAINLESS STEEL
4- 1" ~ x 2‚" ANCHOR BOLTS WITH WASHERS. BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM
AND SHALL HAVE A MINIMUM LENGTH OF THREADS OF 2•".
FERRULES SHALL BE MADE FROM STEEL MEETING THE REQUIREMENTS OF AASHTO M169, GRADE 12L14
AN NCDOT APPROVED, NON-SHRINK, NON-METALLIC GROUT, OR AS DIRECTED BY THE ENGINEER.
ONCE TEMPORARY GUARDRAIL HAS BEEN REMOVED, COMPLETELY FILL ANCHOR ASSEMBLY HOLES WITH
TRAFFIC CONTROL PLANS.
PAYMENT FOR THE TEMPORARY GUARDRAIL, POST AND POST BASE PLATES IS INCLUDED IN THE
AT THE CONTRACTOR'S OPTION, FERRULES WITH OPEN OR CLOSED ENDS MAY BE USED.
SLABS AS RECOMMENDED BY THE MANUFACTURER.
FERRULES TO BE PLUGGED DURING CASTING OF THE CORED SLAB UNITS OR POURING OF APPROACH
CONCRETE CORED SLAB OR LUMP SUM FOR THE APPROACH SLABS.
INCLUDED, AS APPLICABLE, IN THE UNIT CONTRACT PRICE BID FOR 3'-0" x 1'-9" PRESTRESSED
THE COST OF THE TEMPORARY GUARDRAIL ANCHOR ASSEMBLY, COMPLETE IN PLACE, SHALL BE
THREADS MAY BE RECUT AS NECESSARY TO ENSURE FIT.
TEMPORARY GUARDRAIL ANCHOR ASSEMBLY WITH BOLTS SHALL BE ASSEMBLED IN THE SHOP. BOLT
ELEVATION
PLAN
SIDE VIEW
TEMPORARY GUARDRAIL ANCHOR ASSEMBLY
1'-2"7"‚" (TYP.)
1'-2"2"2"4"2"(AS NEEDED)
#3 BARS PLACE AS SHOWN
4"
2"
R.P.W. (TYP.)
ROUND WASHER
FIT 1" ~ x 2‚" BOLT WITH
THREADED STEEL FERRULE TO
(SHOWING PLACEMENT OF ANCHOR ASSEMBLIES)
NOTE:
IN THE PRICE BID FOR THE PRESTRESSED CONCRETE CORED SLAB.
THE #3 BARS ARE INCIDENTAL AND THEIR COST SHALL BE INCLUDED
1'-2"11"11"7"SECTION A-A
(TYP.)
{ 1" ~ ANCHOR BOLT
9•"105° SKEW
CORED SLAB UNIT
PRESTRESSED CONCRETE
3'-0" X 1'-9"
S-7
ANCHOR ASSEMBLY
ASSEMBLY
{ ANCHOR
(TYP.)
WIRE STRUT
0.375" •
{ ANCHOR ASSEMBLY
GUARDRAIL
TEMPORARY
#3 BARS (AS NEEDED)
ASSEMBLY (TYP.)
{ ANCHOR
FOR TEMPORARY GUARDRAIL = 37'-6"

7 ANCHOR ASSEMBLIES @ 6'-3"
{ C.S.U. #5
4 ASSEMBLIES REQUIRED IN APPROACH SLABS)
(7 ASSEMBLIES REQUIRED IN CORED SLAB UNIT #5,
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_013_17BP.14.R.156_SMU_PCCS03_007_550236.dgn9:28:29 AMDRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
JWJ
JWJ
17BP.14.R.156
12-17
1-18
1-18
038640
SEAL
SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018
BAR SIZE TYPE LENGTH WEIGHT
CLASS AA CONCRETE
LBS.
CU.YDS.
* EPOXY COATED REINFORCING STEEL
*S4 2#5
*
45' UNIT
#5 STR
LN. FT.
TOTAL NO.
B12
108
BARS PER PAIR OF EXTERIOR UNITS
12'-11"
TOTAL VERTICAL CONCRETE BARRIER RAIL
BILL OF MATERIAL FOR VERTICAL CONCRETE BARRIER RAIL
7'-2"
96 1293
807
2100
12.1
- TYPE I -
BEARING PAD
FIXED END
À BEARING PAD
ELASTOMERIC BEARING DETAILS
À 1" • HOLES
2'-6" 1" 8"
4"
4"
ELASTOMER IN ALL BEARINGS SHALL BE 50 DUROMETER HARDNESS.1'-7†" 5‰" 5‰" S1
S2 2'-8''1'-4''S21'-3''S13
1'-9''
NOTESBAR TYPES
ALL BAR DIMENSIONS ARE OUT TO OUT
( SQUARE INCHES )
AREA
( LBS. PER STRAND )
ULTIMATE STRENGTH
( LBS. PER STRAND )
APPLIED PRESTRESS
1
GRADE 270 STRANDS
0.6" • L.R.
0.217
58,600
43,950
8‚"1"CONST. JT.
2
#5 S3
#5 S4
1"1"
7"6"
6"6ƒ"MIN.7ƒ"
2" CL. MIN.
2"
(TYP.)
4000
CONCRETE RELEASE STRENGTH
UNIT PSI
VERTICALDIM. VARIESUNIT'' FOR SPACING)
#5 S3 (SEE ``PLAN OF
1"3'-4"FINAL CAMBER
DEAD LOAD DEFLECTION AND CAMBER
SUPERIMPOSED DEAD LOAD
DEFLECTION DUE TO
** INCLUDES FUTURE WEARING SURFACE
**
3'-0" x 1'-9"
STRAND
0.6" • L.R.
„"
END OF RAIL DETAILS
10"
1'-0"
1"1"
CONST. JT.
2'-0"
6"
SIDE VIEW
END VIEW
``B'' BARS
FIELD BEND
FIELD CUT
6" CTS.
& S4 @
#5 S4
#5 S4
FIELD CUT
4-#5 S3
6" CTS.
& S4 @
#5 S3
4-#5 S3 #5 S3 & S4
(TYP.)
#5 S3
CHAMFER
CHAMFER
ƒ"
ƒ"
CONST. JT.
S
S
ELEVATION AT EXPANSION JOINTS
SECTION S-S 6"2•"
2"
2•"
2•"
WHEN SLIP FORM IS USED)
(THIS IS TO BE USED ONLY
AT DAM IN OPEN JOINT 1'-11"‡"
ƒ"12-#5 ``B'' BARS10"6•"2…" CL.
3…"6"FORM IS USED)
MAT'L. WHEN SLIP
(NOTE: OMIT EXP. JT.
GALVANIZED NAILS.
HELD IN PLACE WITH
À •" EXP. JT. MAT'L
( TYPE I - 20 REQ' D )
SHEET 4 OF 4
BARRIER RAIL DETAILS
VERTICAL CONCRETESECTION THRU RAIL
90.0
108
96
45' CORED SLAB UNIT
TOTAL
LENGTHNUMBER
TOTAL
LENGTH
TOTAL
NUMBER
STAGE
1
1
1
2
CORED SLABS REQUIRED
EXTERIOR C.S.
INTERIOR C.S.
EXTERIOR C.S.
INTERIOR C.S.
45'-0"
5
3
5
4
45'-0"
45'-0"
135'-0"
180'-0"
225'-0"
45'-0"45'-0"1
W/ 8" • VOIDS
INTERIOR C.S.
45'-0"
45'-0"
45'-0"
225'-0"
BAR NUMBER SIZE TYPE WEIGHT WEIGHTLENGTHLENGTH
REINFORCING STEEL LBS.
LBS.
CU. YDS.
No.
STR
1
3
3
#4
#5
#4
#5
0.6" • L.R. STRANDS
REINFORCING STEEL
* EPOXY COATED
WEIGHTLENGTH
BILL OF MATERIAL FOR ONE 45' CORED SLAB UNIT
*
8
108
54
4 62
4'-3"
5'-4"
35
385
347
23'-3"
6'-2"
482
13
347
6.7 6.7
13 13
5000 P.S.I. CONCRETE 7.8
B5 6223'-3"6223'-3"
S1
S2
S3
35
385
4'-3"
5'-4"
35
385
4'-3"
5'-4"
482 482
CAMBER (SLAB ALONE IN PLACE)
S-8
105° SKEW
CORED SLAB UNIT
PRESTRESSED CONCRETE
3'-0'' X 1'-9''
45' UNITS
12-#5 ``B'' BARS#5 S4
FIELD CUT
3"SLOPED3'-6"10"
1'-0"
PRICE BID FOR THE PRECAST UNITS.
THE COST OF THE PERMITTED THREADED INSERTS SHALL BE INCLUDED IN THE
IMMEDIATELY FOLLOWING REMOVAL OF THE FALSEWORK.
THE PERMITTED THREADED INSERTS SHALL BE GROUTED BY THE CONTRACTOR
THREADED INSERTS MAY BE USED AS AN ALTERNATE.
WITH SECTION 1076 OF THE STANDARD SPECIFICATIONS. STAINLESS STEEL
BY THE CONTRACTOR, SPACED AT 4'-0" CENTERS AND GALVANIZED IN ACCORDANCE
THE PERMITTED THREADED INSERTS IN THE EXTERIOR UNITS SHALL BE SIZED
CONTRACTOR TO ATTACH FALSEWORK AND FORMWORK DURING CONSTRUCTION.
THE PERMITTED THREADED INSERTS ARE DETAILED AS AN OPTION FOR THE
FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.
STRENGTH'' TABLE.
LESS THAN THE REQUIRED STRENGTH SHOWN IN THE ``CONCRETE RELEASE
BE DONE WHEN THE CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF NOT
THE TRANSFER OF LOAD FROM THE ANCHORAGES TO THE CORED SLAB UNIT SHALL
THE GROUTED RECESS.
THE #4 S2 STIRRUPS MAY BE SHIFTED AS NECESSARY TO MAINTAIN 1" CLEAR TO
ALLOWED.
FLAME CUTTING OF THE TRANSVERSE POST-TENSIONING STRAND IS NOT
REQUIRED FOR THOSE SEGMENTS LESS THAN 10 FEET IN LENGTH.
SEGMENTS LESS THAN 20 FEET IN LENGTH AND NO CONTRACTION JOINTS ARE
ONLY ONE CONTRACTION JOINT IS REQUIRED AT MIDPOINT OF BARRIER RAIL
LOCATED AT EACH THIRD POINT BETWEEN BARRIER RAIL EXPANSION JOINTS.
825-10(B) OF THE STANDARD SPECIFICATIONS. A CONTRACTION JOINT SHALL BE
EXPOSED FACES OF THE BARRIER RAIL AND IN ACCORDANCE WITH ARTICLE
GROOVED CONTRACTION JOINTS, 1#2" IN DEPTH, SHALL BE TOOLED IN ALL
APPLY EPOXY PROTECTIVE COATING TO CORED SLAB UNIT ENDS.
PRESTRESSING STRANDS SHALL BE CUT FLUSH WITH THE CORED SLAB UNIT ENDS.
EPOXY COATED.
ALL REINFORCING STEEL IN THE VERTICAL CONCRETE BARRIER RAIL SHALL BE
AND SPACING OF THE HOLD-DOWNS SHALL BE INDICATED.
PROPOSED HOLD-DOWN SYSTEM. IN ADDITION TO STRUCTURAL DETAILS, LOCATION
TO THE ENGINEER FOR REVIEW AND COMMENT, DETAILED DRAWINGS OF THE
SIX WEEKS PRIOR TO CASTING CORED SLABS, THE CONTRACTOR SHALL SUBMIT
EMPLOYED TO PREVENT VOIDS FROM RISING OR MOVING SIDEWAYS. AT LEAST
WHEN CORED SLABS ARE CAST, AN INTERNAL HOLD-DOWN SYSTEM SHALL BE
BREAKER. SEE SECTION 1028 OF THE STANDARD SPECIFICATIONS.
THE BACKER RODS SHALL CONFORM TO THE REQUIREMENTS OF TYPE M BOND
WITH NON-SHRINK GROUT.
THE 21#2" ~ DOWEL HOLES AT FIXED ENDS OF SLAB SECTIONS SHALL BE FILLED
OF THE STRANDS.
RECESSES FOR TRANSVERSE STRANDS SHALL BE GROUTED AFTER THE TENSIONING
CONCRETE CORED SLABS.
GRADE 60 AND SHALL BE INCLUDED IN THE UNIT PRICE BID FOR PRESTRESSED
ALL REINFORCING STEEL CAST WITH THE CORED SLAB SECTIONS SHALL BE
SPECIFICATIONS.
REQUIREMENTS WHICH SHALL BE IN ACCORDANCE WITH THE STANDARD
STRANDS AND SHALL CONFORM TO AASHTO M203 EXCEPT FOR SAMPLING
ALL PRESTRESSING STRANDS SHALL BE 7-WIRE LOW RELAXATION GRADE 270
{ BRG. EB1
ASPHALT OVERLAY THICKNESS
@ MIDSPAN { BRG. EB2 { BRG. EB1 @ MIDSPAN { BRG. EB2
RAIL HEIGHT
LEFT
RIGHT
SPAN A
GUTTERLINE ASPHALT THICKNESS & RAIL HEIGHT
4„"3„"4•"3'-10„"3'-10•"3'-9„"
5‡"4…"5•"3'-11‡"3'-11•"3'-10…"
STAGES, SEE ``BRIDGE STAGING PLAN'' SHEET.
CONDITION. FOR ASPHALT THICKNESS AT
ASPHALT THICKNESS SHOWN IS FOR THE FINAL THICKNESS & RAIL HEIGHT'' TABLE)VARIES (SEE ``GUTTERLINE ASPHALTC.S.U. #1 & #10
EXTERIOR UNITS
C.S.U. #2-#4 & #6-#9
INTERIOR UNITS
C.S.U. #5
INTERIOR UNIT
10"10"8"8"NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_015_17BP.14.R.156_SMU_PCCS04_008_550236.dgn9:28:31 AMDRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
JWJ
JWJ
17BP.14.R.156
12-17
1-18
1-18
038640
SEAL
SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018
MAA/TMG
MAA/GM
MAA/THCREV. 12/17
REV. 1/15
REV. 6/13
CHECKED BY : GM 5/10
DRAWN BY : MAA 5/10
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
JWJ
JWJ
ASSEMBLED BY :12-17
1-18
GUARDRAIL ANCHOR ASSEMBLY DETAILS
SECTION E-E
ASSEMBLY
ANCHOR
À GUARDRAIL
‚" HOLD-DOWN }
WASHERS (TYP.)
WITH ROUND
{ ‡" ~ X 1'-2" BOLT
3•"3Ž"3Ž"3•"(TYP.)
1‚" ~ HOLE
TO THE SATISFACTION OF THE ENGINEER.
WILL NOT BE PERMITTED. ANY CONCRETE DAMAGED BY THIS WORK SHALL BE REPAIRED
THE 1 ‚'' ~ HOLES SHALL BE FORMED OR DRILLED WITH A CORE BIT. IMPACT TOOLS
CONCRETE BARRIER RAIL TO CLEAR ASSEMBLY BOLTS.
THE VERTICAL REINFORCING BARS MAY BE SHIFTED SLIGHTLY IN THE VERTICAL
CONTRACT PRICE BID FOR VERTICAL CONCRETE BARRIER RAIL.
THE COST OF THE GUARDRAIL ANCHOR ASSEMBLY SHALL BE INCLUDED IN THE UNIT
SHARP POINTED TOOL.
AFTER INSTALLATION, THE EXPOSED THREAD OF THE BOLT SHALL BE BURRED WITH A
ATTACHMENT, SEE SKETCH.
GUARDRAIL IS TO BE ATTACHED TO THE END OF BARRIER RAIL. FOR POINTS OF
THE GUARDRAIL ANCHOR ASSEMBLY IS REQUIRED AT ALL POINTS WHERE APPROACH
THE ENGINEER.)
REQUIREMENTS OF ASTM A307. THE USE OF THIS ALTERNATE SHALL BE APPROVED BY
NUTS AND WASHERS. THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL
AND WASHERS MAY BE USED AS AN ALTERNATE FOR THE ‡'' ~ GALVANIZED BOLTS,
BE GALVANIZED. (AT THE CONTRACTOR'S OPTION, STAINLESS STEEL BOLTS, NUTS
CONFORM TO THE REQUIREMENTS OF AASHTO M291. BOLTS, NUTS AND WASHERS SHALL
BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307 AND NUTS SHALL
WITH AASHTO M111.
FABRICATION, THE HOLD-DOWN PLATE SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE
THE HOLD-DOWN PLATE SHALL CONFORM TO AASHTO M270 GRADE 36. AFTER
7 - ‡'' ~ BOLTS WITH NUTS AND WASHERS.
THE GUARDRAIL ANCHOR ASSEMBLY SHALL CONSIST OF A ‚'' HOLD DOWN PLATE AND
NOTES
PLAN
À GUARDRAIL
ANCHOR ASSEMBLY
1'-6"À 1ˆ" ~ HOLES (TYP.)
‚" HOLD-DOWN }3•"3Ž"3Ž"3•"11"
4"4"
ANCHOR ASSEMBLY
À GUARDRAIL
4"
4"
4"
4"
1'-10"
ANCHOR ASSEMBLY
{ GUARDRAIL
1'-10"
ANCHOR ASSEMBLY
{ GUARDRAIL
END BENT #1 SHOWN, END BENT #2 SIMILAR.
PLAN
ANCHORS FOR GUARDRAIL
LOCATION OF
*
**
*
*DENOTES GUARDRAIL ANCHOR ASSEMBLY
POINTS OF ATTACHMENT
SKETCH SHOWING
GRADE
FINISHED
SLAB
EDGE OF
SLAB
EDGE OF
SLAB
EDGE OF
4''
4''
E
E
FOR LOCATION OF GUARDRAIL ANCHOR
ANCHOR ASSEMBLY
À GUARDRAIL
FINISH GRADE
ASSEMBLY, SEE ``PLAN'' BELOW
ELEVATION
SLAB
EDGE OF
CONCRETE BARRIER RAIL
DETAILS FOR VERTICAL
GUARDRAIL ANCHORAGE
STANDARD
S-9
STD. NO. GRA3
1-18 1'-9''1'-9"NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_017_17BP.14.R.156_SMU_GRA_009_550236.dgn9:28:34 AMDESIGN ENGINEER OF RECORD :
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
17BP.14.R.156
038640
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SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018
ELEVATION
SEE ``CORROSION PROTECTION FOR STEEL PILES DETAIL'', SHEET 4 OF 4.
CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY.
FOR SECTION A-A, SEE SHEET 4 OF 4.
WINGS NOT SHOWN FOR CLARITY.
1
2
3
4
5
ELEVATIONS
TOP OF PILE
END BENT No. 1
SUBSTRUCTURE
SHEET 1 OF 4
PLAN

2'-5•"2'-5‰"
1'-2"(TYP.)1'-0"OF WINGS
UPPER PART
POUR #2
EL. 2284.06
{ HP 12 X 53 STEEL PILES
1 2 3 4 5
7'-5"9'-0"
-L-
CONCRETE COLLARS
PART OF WINGS &
CAP, LOWER
POUR #11'-9"2'-9"2'-9Œ"
W18'-8Š"10'-5Š"10'
-9ƒ"9'
-0"1'-9"2'-9"2'-9Œ"
1'-0"
W2
(TYP.)10'-5Š"8'-8Š"9'
-0"10'
-9ƒ"1'-4•" TO& DOWELSTO { BRG. { PILES1'-7•"1" EXP. JT.
MAT'L. (TYP)
105°-00'-00"
FILL FACE
WORKLINE
A
A 12-#4 S1 & S2 @ 8" CTS.
(TYP.)
8"

2'-0" MIN.
(TYP. EA. PILE)
4-#4 S3
#4 B2 (EACH FACE)
4-#9 B4
19'-5"17'-11"
37'-4"
(TYP.)
EMBEDMENT1'
-9ƒ"1'
-9ƒ"
0.04 SLOPE
W.P. 1
(SHEET 4 OF 4)
SEE DETAIL ``B''
7'-5"9'-0"
7'-0"
(TYP.)
CONST. JT.
CAP & WING
BOTTOM OF
EL. 2280.06
CAP & WING
BOTTOM OF
EL. 2278.53
EL. 2283.31
(LEVEL)
TOP OF WING
EL. 2286.56
(LEVEL)
TOP OF WING
EL. 2285.06
EL. 2282.53
3†"
STAGE 1 STAGE 2
4-#9 B1
PILES)
(OVER
4-#4 B2
CONST. JT.
SPLICE (TYP.)
MECHANICAL
2'-0"
EL. 2279.31
(OVER PILES)
4-#4 B5
#4 B5 (EACH FACE)
(TYP. EA. END)
#4 S1 & S2
(TYP.)
9•"
10-#4 S1 & S2 @ 8" CTS.
(TYP. BAYS 1 & 2)(TYP.)
8•"
(TYP.)
8•"
@ 5'-0" CTS.
3" HIGH BEAM BOLSTER (MIN.)4'-0" NOTES
STANDARD SPECIFICATIONS.
FOR MECHANICAL SPLICES, SEE SECTION 425-5(B) OF THE
FOR CONSTRUCTION JOINT DETAILS, SEE SHEET 4 OF 4.
FOR WING DETAILS, SEE SHEET 3 OF 4.
FOR PILE SPLICE DETAILS, SEE SHEET 4 OF 4.
IS CAST IF SLIP FORMING IS USED.
BE POURED AFTER THE VERTICAL CONCRETE BARRIER RAIL
THE CONCRETE IN THE SHADED AREA OF THE WING SHALL
CLEAR DOWELS.
STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO
(TYP.)2" CL.
#4 S4 & S5
& S2
#4 S1
FACE
FILL
@ 8" CTS.
9-#4 S1 & S2
SPA. (TYP.)
2 EQUAL 10"
DETAIL ``A''
CONST. JT.
SEE DETAIL ``A''
(TYP.)1'-3"
2280.65
2280.95
2281.24
2281.60
2281.96
(TYP.)
1'-7†"
(TYP.)
1'-5†"
S-10
10"
CONST. JT.
(STAGE 1)
18'-8‰"
(STAGE 1)
15'-2‚"
(STAGE 2)
15'-2‚"
(STAGE 2)
18'-7Ž"
CTS. (5 REQ'D EA. STAGE)
#4 B5 OVER PILES @ 4'-0"
#4 B3 UNDER #4 B2 OR
10"10"
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_019_17BP.14.R.156_SMU_EB01_010_550236.dgn9:28:36 AMDRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
JWJ
JWJ
17BP.14.R.156
12-17
1-18
1-18
038640
SEAL
SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018
ELEVATION
SEE ``CORROSION PROTECTION FOR STEEL PILES DETAIL'', SHEET 4 OF 4.
CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY.
FOR SECTION A-A, SEE SHEET 4 OF 4.
WINGS NOT SHOWN FOR CLARITY.
END BENT No. 2
SUBSTRUCTURE
SHEET 2 OF 4
PLAN
WORKLINE
37'-4"
19'-5"1'-9"2'-9"2'-5•"2'-5‰"1'-9"2'-9"1'
-9ƒ"
1'-2"1'
-9ƒ"
OF WINGS
UPPER PART
POUR #2
W1W2
1 2 3 4 5
17'-11"
{ HP 12 X 53 STEEL PILES
1
2
3
4
5
ELEVATIONS
TOP OF PILE
CONCRETE COLLARS
PART OF WINGS &
CAP, LOWER
POUR #1
1'-0"
(TYP.)10'-5Š"8'-8Š"10'
-9ƒ"9'
-0"1'-4•" TO{ PILES1'-7•"& DOWELSTO { BRG. 105°-00'-00"
2'-9Œ"
FILL FACE 10'
-9ƒ"9'
-0"8'-8Š"10'-5Š"2'-9Œ"
A
A
(TYP.)2" CL.
#4 S4 & S5
& S2
#4 S1
@ 8" CTS.
9-#4 S1 & S2
SPA. (TYP.)
2 EQUAL 10"
DETAIL ``A''
CONST. JT.
FACE
FILL NOTES
STANDARD SPECIFICATIONS.
FOR MECHANICAL SPLICES, SEE SECTION 425-5(B) OF THE
FOR CONSTRUCTION JOINT DETAILS, SEE SHEET 4 OF 4.
FOR WING DETAILS, SEE SHEET 3 OF 4.
FOR PILE SPLICE DETAILS, SEE SHEET 4 OF 4.
IS CAST IF SLIP FORMING IS USED.
BE POURED AFTER THE VERTICAL CONCRETE BARRIER RAIL
THE CONCRETE IN THE SHADED AREA OF THE WING SHALL
CLEAR DOWELS.
STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO (MIN.)4'-0"2279.77
2280.07
2280.36
2280.72
2281.08
(TYP.)
CONST. JT.(LEVEL)
TOP OF WING
EL. 2284.15
EL. 2281.65
CAP & WING
BOTTOM OF
EL. 2277.65
(LEVEL)
TOP OF WING
EL. 2285.64
EL. 2283.17
CAP & WING
BOTTOM OF
EL. 2279.17
7'-9"1'-3"
7'-5"7'-5"9'-0"9'-0"
@ 5'-0" CTS.
3" HIGH BEAM BOLSTER
(TYP.)
8"
(TYP. EA. END)
#4 S1 & S2
(TYP.)
9•"
2'-0" MIN.
(TYP.)
EMBEDMENT
(TYP.)
8•"10-#4 S1 & S2 @ 8" CTS.
(TYP. BAYS 1 & 2)(TYP.)
8•"
4-#9 B1
(TYP. EA. PILE)
4-#4 S3
#4 B2 (EACH FACE)
PILES)
(OVER
4-#4 B2
EL. 2278.39
SPLICE (TYP.)
MECHANICALCONST. JT.
EL. 2282.39
SEE DETAIL ``A''
4-#9 B4
(OVER PILES)
4-#4 B5
#4 B5 (EACH FACE)
0.04 SLOPE
(TYP.)1'-0"12-#4 S1 & S2 @ 8" CTS.
3†"
W.P. 2
(TYP.)
1'-7†"
(TYP.)
1'-5†"
1" EXP. JT.
MAT'L. (TYP)
(TYP.)1'-3"
(SHEET 4 OF 4)
SEE DETAIL ``B''
STAGE 2
STAGE 1
-L-
S-11
10"
(STAGE 1)
15'-2‚"
(STAGE 2)
15'-2‚"
(STAGE 1)
18'-7Ž"
(STAGE 2)
18'-8‰"
CONST. JT.
CTS. (5 REQ'D EA. STAGE)
#4 B5 OVER PILES @ 4'-0"
#4 B3 UNDER #4 B2 OR
10"10"
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_021_17BP.14.R.156_SMU_EB02_011_550236.dgn9:28:39 AMDRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
JWJ
JWJ
17BP.14.R.156
12-17
1-18
1-18
038640
SEAL
SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018
SUBSTRUCTURE
PLAN OF WING W1
ELEVATION OF WING W1 ELEVATION OF WING W2
DRAWN BY : WJH 12/11
PLAN OF WING W2
SHEET 3 OF 4
WING DETAILS
CONST. JT.
#4 H1
FILL FACE
#4 H3
2" CL.
FILL FACE
BOTTOM OF WINGBOTTOM OF WING 3" HIGH B.B.3" HIGH B.B.
#4 H43'-5•"2 SPA. @2"
C
L
.2'-5‰"3'-5†"2 SPA. @10-#4 V110-#4 V13"POUR #1POUR #23"POUR #1POUR #22" C
L
.(EA. FACE)11" CTS.2" CL.
JT. MAT'L.
1" EXP.
JT. MAT'L.
1" EXP.(SPACED AS SHOWN)(SPACED AS SHOWN)@ 5'-0" CTS.@ 5'-0" CTS.
TOP OF WING TOP OF WING
(LEVEL)(LEVEL)
(LEVEL)(LEVEL)
#4 K1
#4 K1
#4 V1 BARS (EA. FACE)
(SPACED AS SHOWN ABOVE)
#4 V1 BARS (EA. FACE)
(SPACED AS SHOWN ABOVE)
X
X
Y
Y2'-5•"1'-0"2" C
L
.1'-9"2'-9"1'-0"2" C
L
.2'-9"1'-9"CONST. JT.
CHECKED BY : AAC 12/11
STD. NO. EB_30_105S4
SECTION Y-Y(T
Y
P
.)(TYP.)
#4 H2
9'-0"
(EA. FACE)
10'-9ƒ"
1'-9ƒ"
3"1'-0"2" CL.2" CL.(T
Y
P
.)3"8"
(EA. FACE)
#4 V1
10'-9ƒ"
9'-0"1'-9ƒ"1'-0"2" CL.2" CL.(TYP.)10-#4 H1 (FILL FACE)10-#4 H2 (BACK FACE)3"10-#4 H3 (FILL FACE)10-#4 H4 (BACK FACE)3"#4 K1 (EA. FACE)8"8"8"8"8"8"#4 K1 (EA. FACE)3 SPA. @8" CTS.5 SPA. @8" CTS.3 SPA. @8" CTS.5 SPA. @8" CTS.SECTION X-X
#4 V1
CONST. JT.3"3" HIGH B.B.
FILL FACE
1'-0"
2" CL.2" CL.
CONST. JT.3"3" HIGH B.B.
1'-0"
2" CL.2" CL.
FACE
FILL10-#4 H1 (EACH FACE)10-#4 H3 (FILL FACE)10-#4 H4 (BACK FACE)10-#4 H2 (BACK FACE)3 SPA. @8" CTS.5 SPA. @8" CTS.3 SPA. @8" CTS.8" CTS.5 SPA. @#4 V1
8-#4 V1 @ 1'-0" CTS.8-#4 V1 @ 1'-0" CTS.(EA. FACE)11" CTS.MAA/TMGREV. 4/15
S-12
WING DETAILS
END BENT
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
JWJ
JWJ
ASSEMBLED BY :12-17
1-18
1-18
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_023_17BP.14.R.156_SMU_EB03_012_550236.dgn9:28:41 AMDESIGN ENGINEER OF RECORD :
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
17BP.14.R.156
038640
SEAL
SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018
S-13S-13
SUBSTRUCTURE
SECTION A-A
(TYP. EACH PILE)
PLAN
COLLAR
CONCRETE
BOTTOM OF CAP
ELEVATION
CONCRETE COLLARS
{ PILES &1'-4•"1'-6"2'-0"
FILL FACE
2'-0" ~ CONCRETE COLLAR
BAGGED STONE SHALL REMAIN IN PLACE UNTIL THE ENGINEER DIRECTS THAT
ACCUMULATIONS AT BAGGED STONE WHEN SO DIRECTED BY THE ENGINEER.
BAGS SHALL BE REMOVED AND REPLACED WHENEVER THE ENGINEER DETER-
MINES THAT THEY HAVE DETERIORATED AND LOST THEIR EFFECTIVENESS.
NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK AND THE ENTIRE
COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE
BID FOR THE SEVERAL PAY ITEMS.
BAGGED STONE AND PIPE SHALL BE PLACED IMMEDIATELY AFTER COMPLETION
PIPE WILL NOT BE ALLOWED.
STEEL, CORRUGATED ALUMINUM ALLOY, OR CORRUGATED PLASTIC. PERFORATED
OF END BENT EXCAVATION. PIPE MAY BE EITHER CONCRETE, CORRUGATED
IT BE REMOVED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SILT
{ BEARING
2'-6"
1'-3"1'-3"
FILL FACE
SHEET 4 OF 4
(END BENT No. 1 SHOWN, END BENT No. 2 SIMILAR BY ROTATION)
(END BENT No. 1 SHOWN, END BENT No. 2 SIMILAR BY ROTATION)
CORROSION PROTECTION FOR STEEL PILES DETAIL
GRADE TO DRAIN
TOE OF SLOPE
SEE ``CORROSION PROTECTION FOR STEEL PILES DETAIL.'')
(CONCRETE COLLAR NOT SHOWN FOR CLARITY.
SLAB UNIT
{ CORED
9Ž"9Ž"
1'-7†"
45
60
4560
POSITION OF PILE DURING WELDING.
DETAIL B
0'' TO „''
0'' TO „''0'' TO „''0'' TO „''+10°-0°10°
0°
BACK GOUGE
BACK GOUGE
DETAIL A
DETAIL B
DETAIL A
PILE VERTICAL
OR VERTICAL
PILE HORIZONTAL
PAD (TYPE I) (TYP.)
ELASTOMERIC BRG.
1" X 8" X 2'-6"
2'-9"4'-0"2'-3"2'-0"1'-0"11"#4 B3
3" HIGH B.B.
8"8"
2" CL.9"1'-7•"
#4 S3
1'-4•"1'-4•"
{ #6 D1 DOWEL
4 SPA. @ 7"11"10"5"6"6"6"8"4"4"1'-7•"FOR DRAINAGE
6" (MIN.) PIPE
FABRIC,SECURELY TIED.
BAGS SHALL BE OF POROUS
FOOT BAGS OF #78M STONE.
MINIMUM OF 3- ONE CUBIC
FACE
FILL
4-#9 B1 OR B4
2-#9 B1 OR B4
OR S4
#4 S1
#4 S2 OR S5
@ 4" CTS. OVER PILES
4-#4 B2 OR B5
2-#9 B1 OR B4
STEEL PILE
53

X

{ HP 12
(TYP.)
2" CL.
EA. FACE
OR B5
1-#4 B2
CONST. JT. DETAIL
STAGE 1 STAGE 2
1'-4"1'-4"1'-4"4'-0"JT.
CONST.
FROM EACH FACE)
3•" (STOP KEY 6"
STEEL PILE
53

X

{ HP 12
ALL BAR DIMENSIONS ARE OUT TO OUT.HK.1'-3'' LAP
HK.HK.
BAR TYPES
4•"1'-8" ~
2'-5"
4
5
6
1HK.
1'-3"B1
B4

2'-5"
S1
S4
4•"S5 4•"
4•"S2 4•"
1'-3"
STEEL PILES NO: 3
SETUP FOR HP 12 X 53
PILE DRIVING EQUIPMENT
STEEL PILES NO: 2
SETUP FOR HP 12 X 53
PILE DRIVING EQUIPMENT
STEEL PILES NO: 2
SETUP FOR HP 12 X 53
PILE DRIVING EQUIPMENT
STEEL PILES NO: 3
SETUP FOR HP 12 X 53
PILE DRIVING EQUIPMENT
2'-6"
2'-6"
19'-6"
17'-4"3'-7•"BILL OF MATERIAL
POUR #1
POUR #2
TOTAL CLASS A CONCRETE
OF WINGS & COLLARS
CAP, LOWER PART
WINGS
UPPER PART OF
BAR
B4
NO.
8
SIZE
#9
TYPE
1
LENGTH WEIGHT
B5 #4 STR
B3 #4 STR 2'-5"
D1 #6 STR 1'-6"
#42
2
K1 8 #4 STR
S1 #4 4
S2 #4 5 3'-2"
S3 #4 6 6'-6"
V1 #4 STR
BILL OF MATERIAL
POUR #1
POUR #2
TOTAL CLASS A CONCRETE
OF WINGS & COLLARS
CAP, LOWER PART
WINGS
UPPER PART OF
BAR
B1
NO.
8
SIZE
#9
TYPE
1
LENGTH WEIGHT
B2 #4 STR
B3 #4 STR 2'-5"
D1 #6 STR 1'-6"
#4 3
K1 8 #4 STR
S1 #4 4
S2 #4 5 3'-2"
S3 #4 6 6'-6"
V1 #4 STR
S4 1 #4 4 1 #4 4
S5 1 #4 5 1 #4 5
S4
S52 2
REINFORCING STEEL REINFORCING STEEL
END BENT 1 (STAGE 1)
CLASS A CONCRETE BREAKDOWN
END BENT 1 (STAGE 2)
CLASS A CONCRETE BREAKDOWN
#4
H1
H2
H3
20'-9"564
50519'-6"
17'-4"
182
16258
10 1023
9'-6"
3'-1"16
26 27
10'-6"7
3'-3"
23
23 49
1293 LBS.1212 LBS.
POUR #1
POUR #2
TOTAL CLASS A CONCRETE
OF WINGS & COLLARS
CAP, LOWER PART
WINGS
UPPER PART OF
BAR
B4
NO.
8
SIZE
#9
TYPE
1
LENGTH WEIGHT
B5 #4 STR
B3 #4 STR 2'-5"
D1 #6 STR 1'-6"
#4 2
2
K1 8 #4 STR
S1 #4 4
S2 #4 5 3'-2"
S3 #4 6 6'-6"
V1 #4 STR
POUR #1
POUR #2
TOTAL CLASS A CONCRETE
OF WINGS & COLLARS
CAP, LOWER PART
WINGS
UPPER PART OF
BAR
B1
NO.
8
SIZE
#9
TYPE
1
LENGTH WEIGHT
B2 #4 STR
B3 #4 STR 2'-5"
D1 #6 STR 1'-6"
#43
K1 8 #4 STR
S1 #4 4
S2 #4 5 3'-2"
S3 #4 6 6'-6"
V1 #4 STR
S4 1 #4 4 1 #4 4
S5 1 #4 5 1 #4 5
S4
S52 2
REINFORCING STEEL REINFORCING STEEL
CLASS A CONCRETE BREAKDOWN CLASS A CONCRETE BREAKDOWN
#4
H1
H2
H3
10 1023
2627
1299 LBS.1206 LBS.
END BENT 2 (STAGE 1)END BENT 2 (STAGE 2)
1.0 C.Y.1.1 C.Y.
1.1 C.Y.1.0 C.Y.
10.4 C.Y.10.1 C.Y.
10.2 C.Y.10.3 C.Y.
14
14
10
10
9'-1"
12
10'-5"
3'-3"
6'-2"
3'-3"
3'-3"
51
8'-5"
28"2ˆ"
8'-7"
H1
H2
8'-10"
8'-8"
H3
H4
3
8"2ˆ"
5 8
14
5 8
85
14
H4 #4 39'-3"9'-4"10
1061
62
63
62
H4 10
10
#4 3 9'-4"
9'-6"63
62
10
10
9'-1"
9'-3"
61
62
23
23
163'-1"
163'-1"163'-1"
6'-2"
6'-2"6'-2"
52 35
10'-5"
10'-6"
10'-5"
10'-6"
10'-5"
10'-6"
7
8
24
24
7 7
107
107
111
111
160
23
23
12
160
49
52
167
167
51
35
24
24
8
9.3 C.Y.9.1 C.Y.
9.3 C.Y.9.1 C.Y.
NO: 3 LIN. FT.= 120.0
HP 12 X 53 STEEL PILES
END BENT No. 1 (STAGE 1)
NO: 2 LIN. FT.= 40.0
HP 12 X 53 STEEL PILES
END BENT No. 1 (STAGE 2)
NO: 3 LIN. FT.= 45.0
HP 12 X 53 STEEL PILES
END BENT No. 2 (STAGE 1)
NO: 2 LIN. FT.= 30.0
HP 12 X 53 STEEL PILES
END BENT No. 2 (STAGE 2)
9" ABOVE CAP (TYP.)
TO PROJECT#6 D1 DOWELS
DETAIL ``B''
END BENT DETAILS
TEMPORARY DRAINAGE AT END BENT
PILE SPLICE DETAILS
18'-7"
162
50518'-7"
17'-4"
20'-9"
19'-6"182
564
LIN. FT.= 30.0
PREDRILLING FOR PILES
LIN. FT.= 20.0
PREDRILLING FOR PILES
LIN. FT.= 30.0
PREDRILLING FOR PILES
LIN. FT.= 20.0
PREDRILLING FOR PILES
NO: 3
STEEL PILE POINTS
NO: 2
STEEL PILE POINTS
NO: 3
STEEL PILE POINTS
NO: 2
STEEL PILE POINTS
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_025_17BP.14.R.156_SMU_EB04_013_550236.dgn9:28:43 AMDRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
JWJ
JWJ
17BP.14.R.156
12-17
1-18
1-18
038640
SEAL
SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018
RIP RAP DETAILS
ESTIMATED QUANTITIES
FOR DRAINAGE
GEOTEXTILE
TONS SQUARE YARDS
END BENT 1
END BENT 2
PLAN - END BENT 2
PLAN - END BENT 1STAGE 2STAGE 1SHOULDER LINE
TOP OF RIP RAP
EL. 2279.53
(TYP.)
CLASS II RIP RAP
-L-
TOP OF RIP RAP
EL. 2278.68
TOP OF RIP RAP
EL. 2280.17
SHOULDER LINE
SHOULDER LINE
SHOULDER
GROUND LINE
SECTION C-C
GEOTEXTILE 2'-0"MIN.3'-6"WALL
WING
SLOPE 2:1
STA. 13+76.00 -L-
BRIDGE @
95
80 80
GEOTEXTILE
SEE PLAN VIEW
FOR ELEVATION
S-14
SHOULDER LINE18'-0‰"18'-0•"18'-0‰"18'-0•"1'-0"TOP OF RIP RAP
EL. 2281.03
CC
C
C
CC
C
CC
C
C2:12:12:12:1BERM RIP RAPPED
À SECTION
(2'-0" THICK)
CLASS II
RIP RAP
TOP OF RIP RAP
EL. 2278.70
TOP OF RIP RAP
EL. 2277.52
TOP OF RIP RAP
EL. 2277.00
TOP OF RIP RAP
EL. 2278.68
95
NORMAL TO CAP
2'-0" MIN. BERM
1•:1 MAX.
SLOPE VARIES
4'-0" (END BENT 2)
5'-0" (END BENT 1)
5'-0"
GROUND LINE
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_027_17BP.14.R.156_SMU_RR_014_550236.dgn9:28:46 AMDRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
JWJ
JWJ
17BP.14.R.156
12-17
1-18
1-18
038640
SEAL
SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018
DIMENSIONS SHOWN ARE TYPICAL FOR BOTH APPROACH SLABS
N
N
N
N
APPROACH SLAB
BEGIN
APPROACH SLAB
END
END BENT #1
FILL FACE @
END BENT #2
FILL FACE @
-L-
(TYP.)
105°-00'-00"
PLAN @ END BENT #1 PLAN @ END BENT #2
105° SKEW
12'-0"12'-0"13'-11"9"4"27'-10" (CLEAR ROADWAY)8"CURB8"CURB29'-2"3'-0"(TYP.)4"4"1'-3"
3"
1'-3"4"6" B
E
V
E
L 6"
B
E
V
E
L
9"9"
3"
NORMAL TO END BENT
PAVEMENT
ASPHALT
PROPOSED
6"
2 : 1 SLOPE2" CL.@ 3'-0" CTS. ACROSS SLAB
HIGH CHAIR UPPER (CHCU)
5‚" CONTINUOUS
#6B2
SECTION THRU SLAB
NOTES
4" CL.8"1'-2"GEOTEXTILE
CORED
SLAB
1•" BACKER ROD
PREVENT BOND
ROOFING FELT TO
2 LAYERS OF 30 LB.
1'-1•"1'-8"6"3'-0"MIN.2"PVC PIPE
SCHEDULE 40
4" ~ PERFORATED
(TYPE II - MODIFIED APPROACH FILL)
BY THE CONTRACTOR)
(TO BE DETERMINED
1: 1 SLOPE
APPROXIMATE
OR CLASS VI)
(CLASS V
MATERIAL
SELECT
MIN.ROADWAY
IF THE APPROACH SLAB IS NOT CONSTRUCTED IMMEDIATELY
A NIARDOTEDRG
FLOW LINE
EPOLSFOMOTTOBOT
NOTE:
AFTER THE BACKFILLING OF THE END BENT EXCAVATION,
GRADE TO DRAIN TO THE BOTTOM OF THE SLOPE AND PROVIDE
EROSION RESISTANT MATERIAL, SUCH AS FIBERGLASS ROVING
OR AS DIRECTED BY THE ENGINEER TO PREVENT SOIL EROSION
AND TO PROTECT THE AREA ADJACENT TO THE STRUCTURE.
THE CONTRACTOR WILL BE REQUIRED TO REMOVE THESE
MATERIALS PRIOR TO CONSTRUCTION OF THE APPROACH SLAB.
TEMPORARY DRAINAGE DETAIL
CAP FLOW LINE ONLY WITH
EROSION RESISTANT MATERIAL
BACKFILL EXCAVATION HOLE
AND GRADE TO DRAIN
BRIDGE DECK
SLAB
APPROACH
12"FILL SLOPE
ELBOW
ELBOW
DRAIN
SLOPE
TEMPORARY
TOE OF FILL
SECTION S-S
SECTION R-R
EROSION RESISTANT MATERIAL
TO PIPE INLET
GRADE TO DRAIN
1'-6" MIN.
FLOW LINE
PLAN VIEW
TEMPORARY BERM AND SLOPE DRAIN DETAILS
R
TEMP. SLOPE DRAIN
1'-0"
MIN.
R
2'-6" MIN.S
S
4'-0"
EARTH DITCH BLOCK
À
2'-0"MIN.
NOTE:
TEMPORARY DRAINAGE PIPE, 12 INCHES IN DIAMETER.
THE SLOPE DRAIN SHALL CONSIST OF A NON-PERFORATED
MAT, OR 3) CONCRETE, AS DIRECTED BY THE ENGINEER.
PLANT MIX, TYPE 1 OR TYPE 2, MIN. 2" DEPTH, 2) EROSION CONTROL
EROSION RESISTANT MATERIAL SHALL BE EITHER 1) ASPHALT
AND PROVIDE EROSION RESISTANT MATERIAL AS SHOWN. THE
DRAIN. CONTRACTOR SHALL GRADE TO PIPE INLET
THE CONTRACTOR SHALL PROVIDE TEMPORARY BERM AND SLOPE
IMMEDIATELY AFTER THE CONSTRUCTION OF THE APPROACH SLAB,MIN.2'-6"FOR EROSION CONTROL
CLASS ``B" STONE
FOR EROSION CONTROL
CLASS ``B" STONE
4'-0" MIN.
MATERIAL OVER PIPE
3" EROSION RESISTANT
(TO BE USED WHEN SHOULDER BERM GUTTER IS REQUIRED)
12" MIN.
SHOULDER
FUTURE
BLOCK
DITCH
EARTH
SECTION N-N
CURB DETAILS
CURB
SLAB
APPROACH
3'-1•"
SHOULDER BERM GUTTER
END OF CURB WITHOUT
8"4"(SUB-REGIONAL TIER)
CORED SLAB UNIT
FOR PRESTRESSED CONCRETE
BRIDGE APPROACH SLAB
(TYP.)
105°-00'-00"
OF SLAB)
#4A3 (TOP
6'-3"6'-3"14'-7" (STAGE 2)14'-7" (STAGE 1)OF SLAB)
#4A1 (TOP
OF SLAB)
#4A2 (BOT.
OF SLAB)
#4A4 (BOT.
(TOP OF SLAB)
11-#4A1 @ 1'-0" CTS.
(BOTTOM OF SLAB)
11-#4A2 @ 1'-0" CTS.
(TOP OF SLAB)
11-#4A1 @ 1'-0" CTS.
(BOTTOM OF SLAB)
11-#4A2 @ 1'-0" CTS.
9"
3"
3"
2'-10•"
OF SLAB)
#4A1 (TOP
OF SLAB)
#4A2 (BOT.
2'-1•"29-#6B2 @ 6" CTS. (BOTTOM OF SLAB)29-#5B1 @ 6" CTS. (TOP OF SLAB)3"3"CORED SLAB UNIT'' SHEETS)
PRESTRESSED CONCRETE
1'-9"

X

DETAILS, SEE ``3'-0"
ANCHOR ASSEMBLY (TYP., FOR
{ TEMPORARY GUARDRAIL
OF SLAB)
#4A4 (BOT.
#4A4
#4A3 OR
#4A4
#4A3 OR
JOINT
CONST.
#4A2
#4A1 OR
#4A2
#4A1 OR
SPLICE (TYP.)
MECHANICAL3"3"9"1'-3"(TOP OF SLAB)
11-#4A3 @ 1'-0" CTS.
(BOTTOM OF SLAB)
11-#4A4 @ 1'-0" CTS.
9"
3"
9"1'-3"(TOP OF SLAB)
11-#4A3 @ 1'-0" CTS.
(BOTTOM OF SLAB)
11-#4A4 @ 1'-0" CTS.
9"
3"29-#6B2 @ 6" CTS. (BOTTOM OF SLAB)29-#5B1 @ 6" CTS. (TOP OF SLAB)29-#6B2 @ 6" CTS. (BOTTOM OF SLAB)29-#5B1 @ 6" CTS. (TOP OF SLAB)29-#6B2 @ 6" CTS. (BOTTOM OF SLAB)29-#5B1 @ 6" CTS. (TOP OF SLAB)OF SLAB)
#4A3 (TOP1'-2"11"BILL OF MATERIAL
BAR NO.SIZE TYPE LENGTH WEIGHT
A2
A1
B1
B2
STR
STR
STR
STR
*
*
*
LBS.
LBS.
C. Y.
REINFORCING STEEL
REINFORCING STEEL
EPOXY COATED
CLASS AA CONCRETE
B1
B2
STR
STR
STR
STR
*
*
*
LBS.
LBS.
C. Y.
REINFORCING STEEL
REINFORCING STEEL
EPOXY COATED
CLASS AA CONCRETE
#4
#5
#6
#4
#5
#6
#4
#4
11'-7"
11'-7"
11'-1"
11'-1"
BAR NO.SIZE TYPE LENGTH WEIGHT
BAR NO.SIZE TYPE LENGTH WEIGHT
A2
A1
B1
B2
STR
STR
STR
STR
*
*
*
LBS.
LBS.
C. Y.
REINFORCING STEEL
REINFORCING STEEL
EPOXY COATED
CLASS AA CONCRETE
B1
B2
STR
STR
STR
STR
*
*
*
LBS.
LBS.
C. Y.
REINFORCING STEEL
REINFORCING STEEL
EPOXY COATED
CLASS AA CONCRETE
#4
#5
#6
#4
#5
#6
#4
#4
11'-7"
11'-7"
11'-1"
11'-1"
BAR NO.SIZE TYPE LENGTH WEIGHT
(STAGE 1)
APPROACH SLAB AT EB 1
(STAGE 2)
APPROACH SLAB AT EB 1
A3
A4
29
29
335
505
13
13
13
13
(STAGE 1)
APPROACH SLAB AT EB 2
(STAGE 2)
APPROACH SLAB AT EB 2
29
29
335
505
13
13
13
13
A3
A4
29
29
29
29
15'-11"
15'-11"
138
138
138
13815'-11"
15'-11"
335
505
335
505
13'-11"
13'-11"
121
121
13'-11"121
12113'-11"
643
473
626
456
626
456
643
473
#4A1 OR A3#5B1
#4A2 OR A4
MIN.2'-0"@ 3'-0" CTS.
BAR SUPPORTS
APPROVED WIRE
APPROACH SLAB
END OF
8.7
8.7
8.7
8.7
S-1513'-11"MIN.2"SPECIFICATIONS.
FOR MECHANICAL SPLICES, SEE SECTION 425-5(B) OF THE STANDARD
APPROACH SLAB GROOVING IS NOT REQUIRED.
ROADWAY PLANS.
WATER AWAY FROM THE FILL FACE OF THE BRIDGE AND SHALL BE PAVED. SEE
AREA BETWEEN THE WINGWALL AND APPROACH SLAB SHALL BE GRADED TO DRAIN THE

FOR THE 4" ~ DRAINAGE PIPE OUTLET(S), SEE ROADWAY STANDARD DRAWINGS.
FROM OUTSIDE EDGE TO OUTSIDE EDGE OF APPROACH SLAB.
SELECT MATERIAL BACKFILL IS TO BE CONTINUOUS ALONG FILL FACE OF BACKWALL

STANDARD SPECIFICATIONS SECTION 1016.
SELECT MATERIAL BACKFILL (CLASS V OR CLASS VI) SHALL BE IN ACCORDANCE WITH

SECTION 1056.
GEOTEXTILE SHALL BE TYPE 1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
SELECT MATERIAL BACKFILL, SEE ROADWAY PLANS.
FOR BRIDGE APPROACH FILL INCLUDING GEOTEXTILE, 4" • DRAINAGE PIPE, AND
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
MACON
13+76.00 -L-JJones1/30/2018R:\Structures\Finals\401_029_17BP.14.R.156_SMU_BAS_015_550236.dgn9:28:49 AMDRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :
LEM
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
15
JWJ
JWJ
17BP.14.R.156
12-17
1-18
1-18
038640
SEAL
SWESLEY ONEJ.
J
DGN SCALE =DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100
1/31/2018
JANUARY, 1990
REV. 6-16-95 EEM ( ) RGW
ENGLISH
REV. 8-16-99 RWW ( ) LES
REV. 5-7-03 RWW ( ) JTE
REV. 5-1-06 TLA ( ) GM
1/30/2018
JJones
R:\Structures\Finals\401_031_17BP.14.R.156_SMU_SN.dgn STD. NO. SNREV. 10-1-11 MAA ( ) GM
REV. 12-17 MAA ( ) THC
STRUCTURAL STEEL:
ETC. IN CASTING SUPERSTRUCTURES:
ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT,
REINFORCING STEEL:
HANDRAILS AND POSTS:
SPECIAL NOTES:
STRESS IN EXTREME FIBER OF
IMPACT ALLOWANCE
LIVE LOAD
27,000 LBS. PER SQ. IN.
20,000 LBS. PER SQ. IN.
DESIGN DATA:
SPECIFICATIONS
DOWELS:
MATERIAL AND WORKMANSHIP:
CONCRETE:
EQUIVALENT FLUID PRESSURE OF EARTH - - - - -
OF TIMBER
COMPRESSION PERPENDICULAR TO GRAIN
CONCRETE IN COMPRESSION
CONCRETE IN SHEAR SEE A.A.S.H.T.O.
CONCRETE CHAMFERS:
24,000 LBS. PER SQ. IN.
27,000 LBS. PER SQ. IN.
STRUCTURAL STEEL - AASHTO M270 GRADE 36
- AASHTO M270 GRADE 50W
- AASHTO M270 GRADE 50
SEE A.A.S.H.T.O.

SEE PLANS

A.A.S.H.T.O. (CURRENT)
BE HOT ROLLED.
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
N. C. DEPARTMENT OF TRANSPORTATION.
THE 2018 ``STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
BE USED FOR SLOPE PROTECTION AND RIP RAP.
ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT:
UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE
WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS.
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A ‚" RADIUS
ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES
SHALL BE ROUNDED WITH A ‚" FINISHING TOOL UNLESS OTHERWISE REQUIRED
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1•" RADIUS WHICH IS BUILT
STRUCTURES SHALL BE CHAMFERED ƒ" WITH THE FOLLOWING EXCEPTIONS:
UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON
PLACE WITH 1:2 CEMENT MORTAR.
BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL
FALSEWORK OR FORMS IS STARTED.
BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE
AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL
DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE
CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES
AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE
ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK,
IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN
ACTUAL BEAM CAMBER.
TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND
BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED
ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH
BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE
UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED
FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING
GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS
ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED
ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD
SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE.
BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS.
BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.
LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL
INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS
WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
TO OUT AS INDICATED ON PLANS.
IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
OR METALLIZING.
EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING,
ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY ˆINCH OR
SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER
ELECTROSLAG WELDING WILL NOT BE PERMITTED.
TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS " BRIDGE WELDING CODE".
EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM
DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS
EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST Š" IN THICKNESS AND
SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION,
EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-O".
STUDS FOR 4 - ƒ" ~ STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST
ALONG THE BEAM AS SHOWN FOR ƒ" ~ STUDS BASED ON THE RATIO OF 3 - ‡" ~
SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF ‡" ~ STUDS
THE RATE OF 3 - ‡" ~ STUDS FOR 4 - ƒ" ~ STUDS, AND STUD SPACING CHANGES
ƒ" ~ STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT
AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE ‡" ~ SHEAR STUDS FOR THE
NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS.
BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL
REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL
FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE
AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE.
METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE
RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.
ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN
METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL
SPECIFICATIONS ARTICLE 105-4.
OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN
GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL1,200 LBS. PER SQ. IN.
1,800 LBS. PER SQ. IN.
375 LBS. PER SQ. IN.
30 LBS. PER CU. FT.
(MINIMUM)
STANDARD NOTES
- -
- -
- - -
- -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - -
- - - EXTREME FIBER STRESS
STRUCTURAL TIMBER - TREATED OR UNTREATED
REINFORCING STEEL IN TENSION - GRADE 60
DocuSign Envelope ID: 7B02BB1E-8086-4DEA-AEBA-34A09BDF6100