20201579 Ver 1_Meeting Request Review Doc Attachment_20201027

(28
Needmore
Brush
4
TO SR 1310
TO NC 28
-L- STA. 15+10.00
17BP.14.R.207
END PROJECT-L- STA. 11+50.00
17BP.14.R.207
BEGIN PROJECT
-L- STA. 13+28.80
END BRIDGE
VICINITY MAP
M ACON COUNTY
SW AIN COUNTY
28
LOCATION
PROJECT
Tellico
Little
Tennessee
Ri
ver
CreekRinehartCreek
SugarCoveCreek
Tellico
1474
1445
1372
1372
1372
1459
1371
1370
1370
1369
1369
13691369
1369
1369
1366
1368
1367
28
1455
13621473
1363
1364
1364
1114
11141113
1133
1133
1131 1132
Creek
Rattlesnake
N
A
D 83/ 2011
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
MACON COUNTY
BRIDGE #550181 OVER TELLICO CREEK
ON SR 1369 (TELLICO RD)

GRADING, DRAINAGE, PAVING, AND STRUCTURE

25 50 10050
25 50 10050
5 10 2010
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)

17BP.14.R.207 PE
17BP.14.R.207 UTIL & R/W
17BP.14.R.207 CONST.

N/A
N/A
N/A

PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATAGRAPHIC SCALES PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:09/08/9917BP.14.R.207DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
5/17/2019X:\NCDOT\Division 14 - 2017\Macon 550181\Roadway\Proj\550181_Rdy_tsh.dgnUser:smelvinCONTRACT:17BP.14.R.207ARTMEN
N ASO
H
DEPT
O
F TRA S PORTTIONTATEOFNRTCAR
O
LI
NASee Sheet 1A For Index of Sheets
PROJECT:T
V
=
=
=
6
25 MPH
ADT 2016
% *
DUAL =3%* TTST =3%
FUNC CLASS =
SUB-REGIONAL TIER
LOCAL - RURAL
90
=0.068

=0.011
=0.057
TOTAL LENGTH PROJECT 17BP.14.R.207 #550181
LENGTH STRUCTURE PROJECT 17BP.14.R.207 #550181
LENGTH ROADWAY PROJECT 17BP.14.R.207 #550181
RIGHT OF WAY DATE:
LETTING DATE:
JIMMY L. TERRY, PE
OF TRANSPORATION
DEPARTMENTNORTH CAROLINA
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
---
CLINTON PRUETT, EI
Bryson City, NC 28713
345 Toot Hollow Rd
DIVISION 14
ENGINEER
HYDRAULICS

SIGNATURE:
P.E.
ENGINEER
ROADWAY DESIGN

P.E.
SIGNATURE:
-L- STA. 12+71.20
BEGIN BRIDGE
SR 1369 -L-TELLICO RD
CREEK
TELLICO
TELLICO CREEK UT TO FEB. 8, 2019FINAL PLANS SUBMITTALPROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
35018 YRRET .L YMMIJPROFESSIONALENGINEER
N ORTH CARO
LINA
SEAL
038697 YTTEP .B DI
VA
D
ADAM DOCKERY
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
PLANS PREPARED FOR:PLANS PREPARED BY:
NCDOT CONTACT:
2018 STANDARD SPECIFICATIONS
ENGINEER
SHEET NO.PROJECT REFERENCE NO.
1A 5/23/2019X:\NCDOT\Division 14 - 2017\Macon 550181\Roadway\Proj\550181_Rdy_tsh.dgnUser:smelvin8/17/99ROADWAY DESIGN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GENERAL NOTESINDEX OF SHEETS STANDARD DRAWINGSPROFESSIONALENGINEERNORTHCAROLINA
SEAL
35018 YRRET .L YMMIJ17BP.14.R.207

S-1 THRU S-38 STRUCTURE PLANS
X-1 THRU X-2 CROSS-SECTIONS
X-1A CROSS-SECTION SUMMARY SHEET

UO-1 THRU UO-2 UTILITIES BY OTHERS PLANS
RF-1 REFORESTATION DETAIL SHEET
EC-1 THRU EC-5 EROSION CONTROL PLANS
PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS
TMP-1 THRU TMP-5 TRANSPORTATION MANAGEMENT PLANS
4 PLAN AND PROFILE SHEET
OF AGGREGATE SUBGRADE/STABILIZATION
3G-1 SUMMARY OF SUBSURFACE DRAINAGE, AND SUMMARY
LIST OF PIPES, ENDWALLS, ETC(FOR PIPES 48IN & UNDER)
3B-1 EARTHWORK, PAVEMENT REMOVAL, AND GUARDRAIL SUMMARIES &
2G-1 STANDARD TEMPORARY SHORING DETAIL
2C-5 SPECIAL DETAIL - TYPE B-83 SHOP CURVED ANCHOR UNIT
2C-4 SPECIAL DETAIL - TYPE III SHOP CURVED STRUCTURE ANCHOR UNIT
2C-3 SPECIAL DETAIL - AT-1 END UNIT ASSEMBLY
2C-2 SPECIAL DETAIL - TYPE III STRUCTURE ANCHOR UNITS
2C-1 SPECIAL DETAIL - W BEAM RAIL SECTION
2A-1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS
CONTROL AND PROPERTY TIES
RW-01 THRU RW-__ SURVEY CONTROL, ALIGNMENT CONTROL, RIGHT OF WAY

1B CONVENTIONAL SYMBOLS

1A INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS

1 TITLE SHEET

SHEET NUMBER SHEET
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.
RIGHT-OF-WAY MARKERS:

ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
UTILITY OWNERS ON THIS PROJECT ARE FRONTIER COMMUNICATIONS
UTILITIES:
APPROACHING A BRIDGE.
SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS-
END BENTS:
WILL BE PAID FOR AT THE CONTRACT PRICE FOR "TEMPORARY SHORING".
SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLANS
TEMPORARY SHORING:
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
GUARDRAIL:
LOCATIONS DIRECTED BY THE ENGINEER.
SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT
SUBSURFACE DRAINS:
INVOLVED.
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT.
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SIDE ROADS:
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SHOULDER CONSTRUCTION:
SECTIONS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH
SUPERELEVATION:
METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
CLEARING:
ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
GRADING AND SURFACING:
GRADE LINE:
REVISED:
EFFECTIVE: 01-16-2018
GENERAL NOTES: 2018 SPECIFICATIONS
876.04 Drainage Ditches with Class 'B' Rip Rap
876.02 Guide for Rip Rap at Pipe Outlets
876.01 Rip Rap in Channels
862.04 Anchoring End of Guardrail - B-77 and B-83 Anchor Units
(Special Detail for Type III Anchor Units Sheets 1 of 7 and 2 of 7)
862.03 Structure Anchor Units
862.02 Guardrail Installation (Special Detail for Sheet 6 of 8)
862.01 Guardrail Placement
846.01 Concrete Curb, Gutter and Curb & Gutter
840.66 Drainage Structure Steps
840.46 Traffic Bearing Precast Drainage Structure
840.35 Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates
840.29 Frames and Narrow Slot Flat Grates
840.25 Anchorage for Frames - Brick or Concrete or Precast
840.00 Concrete Base Pad for Drainage Structures
815.02 Subsurface Drain
DIVISION 8 - INCIDENTALS
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
422.02 Bridge Approach Fills - Type II Modified Approach Fill
DIVISION 4 - MAJOR STRUCTURES
300.01 Method of Pipe Installation
DIVISION 3 - PIPE CULVERTS
225.04 Method of Obtaining Superelevation - Two Lane Pavement
225.02 Guide for Grading Subgrade - Secondary and Local
200.02 Method of Clearing - Method II
DIVISION 2 - EARTHWORK
STD.NO. TITLE
are considered a part of these plans:
Dated January, 2018 are applicable to this project and by reference hereby
Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C.,
The following Roadway Standards as appear in "Roadway Standard Drawings"
2018 ROADWAY ENGLISH STANDARD DRAWINGS
REV.
EFF. 01-16-2018
]
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.
1-B17BP.14.R.207
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
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-117BP.14.R.207
PAVEMENT DESIGN6/2/995/22/2019X:\NCDOT\Division 14 - 2017\Macon 550181\Roadway\Proj\550181_Rdy_typ.dgnUser:smelvinDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
C1
P A V E M E N T S C H E D U L E
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT
E1 AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE SHOWN.
T EARTH MATERIAL
CL
*
**
ADD 3' FOR GUARDRAIL LOCATIONS
LIMITS FOR ALL OTHER LOCATIONS
ADD MINIMUM 2' PAST PAVED SHOULDER *
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
**
NOTE: TRANSITION BETWEEN EXISTING AND TYP. SECT. NO.1 AS FOLLOWS:
BRIDGE #550181
MACON COUNTY
CL
2:1 MAX PROFESSIONAL
E
NG INEERNORTHCAROLINA
SEAL
35018 YRRET .L YMMIJPROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 1 •" IN DEPTH.
C2
10'-0"
20'-0"
FT/FT
0.02
3'-0"*
FT/FT0.08
FT/FT
0.02
FT
/FT
0
.08
1:
1 1:1GRADE TO THIS LINE
7"
TYPICAL SECTION NO. 1
USE TYPICAL SECTION NO. 1
-L- STA. 13+28.80 (END BRIDGE) TO 14+60.00
-L- STA. 12+00.00 TO -L- STA. 12+71.20 (BEGIN BRIDGE)
E1
C1
E1
C1
INSET B
INSET A OR
MATCHLINE
*ADD 3' BEHIND FACE OF GUARDRAIL
10'-0"
GRADE
POINT
-L- (SR 1369 - TELLICO RD)
INSET A
MATCHLINE
-L- STA. 14+60.00 TO -L- STA. 15+10.00
-L- STA. 11+50.00 TO -L- STA. 12+00.00
4
:12:1 MAX2:1 MAX EXIST. GROUND
EXIST. GROUND
4:1
8'-0"
EXIST. GROUND
EXIST. GROUND 2:1 MAX*3'-0"8'-0"
TYPICAL SECTION NO. 2
USE TYPICAL SECTION NO. 2
-L- STA. 12+71.20 TO -L- STA. 13+28.80
FT/FT
0.03 FT/FT
0.03
10'-0"
27'-0" OUT TO OUT
1'-3"
GRADE
POINT
10'-0"1'-3"
C2
9 - 21" CORED SLAB UNITS = 27'
MIN.
"2
11
-L- (SR 1369 - TELLICO RD)
RAIL
METAL
2-BAR
RAIL
METAL
2-BAR
2'-3"2'-3"
INSET B
Exist. Ground
USE INSET B
R1
C1
6"E1
7"NO. 1TYP. SECT.MATCHLINE2:1 MAX
2'-3"
GRADE TO THIS LINE
USE INSET A
T
FT/FT
0.08
1:18'-0"VARIES
4
:1
2:1 MAXExist. Ground
Exist. Ground
2:1 MAX
INSET A
SHOWN OTHERWISE ON PLANS.
TO FACE OF GUARDRAIL UNLESS
AT GUARDRAIL LOCATIONS PAVE
NOTE:
STA. TO STA.
-L- STA. 11+58.25 TO -L- STA. 12+50.41 (BEGIN APPROACH SLAB) RT
-L- STA. 13+30.11 (END APPROACH SLAB) TO -L- STA. 13+35.24 RT
-L- STA. 12+27.98 TO -L- STA. 12+67.73 (BEGIN APPROACH SLAB) LT
-L- STA. 11+98.52 TO -L- STA. 12+05.28 LT
-L- STA. 12+05.28 TO -L- STA. 12+27.98 LT
C1
FT/FT
0.02
THIS LINE
GRADE TO
7"
E1NO. 1TYP. SECT.MATCHLINEFDPS WIDTH
0'-0" TO 3'-7"
0'-0" TO 3'-4"
0'-0" TO 2'-6"
0'-0" TO 2'-10"
2'-5" TO 3'-4"
3'-4"
TO -L- STA. 13+68.29 LT
-L- STA. 13+47.23 (END APPROACH SLAB)
R1 8" X 18" CONCRETE CURB
-L- STA. 13+68.29 (END 8X18 CURB) TO -L- STA. 14+21.38 RT
AAWOOD OFFSET BLOCKSYSTEM PARTS(FOR WOOD POSTS)STEEL TUBE6"8"7"6'-0"6"8"7"
1'-2"
7"TS 6"x8"x0.1875"LINE POSTSTANDARDBREAKAWAY POSTSHORT WOOD6 86 83'-8ƒ"
1'-8"DIA.ƒ"SLOT2•"xƒ"DIA.2…" ±„"7•"±„"5•"PANEL SPLICEW-BEAM MIDSPAN3'-1•"3'-1•"4‚"4‚"2"12‚"SPLICE BOLT SLOTS" X 1„" (TYP.)3229POST BOLT SLOTSƒ" X 2•" (TYP.)3'-1•"3'-1•"3'-1•"4‚"4‚"2"25'-0"862D02862D02J.HOWERTON 3-7-2018PRO
F
ESSIONALENGINEER NO
R
T
H CAROLINASEAL 022966 NOTREWOH .S LEOJSEE TITLE BLOCKCLCLCLCLCLGUARDRAIL INSTALLATIONGUARDRAIL INSTALLATION3"3"CL5'-0"1"CFRONTSIDEPLANCLCL"W6" STEEL POSTƒ" DIA.1'-3ƒ"8"1'-5"4"6"1„"1„"7"
W6x8.5x6'-0"CLCLCLSIDEPLANƒ"O‚"+ ˆ"FRONTCL1‰"+ ˆ"‡" DIA.OFFSET BLOCKROUTED - 0"2ƒ"+ ‰"
7ˆ"+ ‰" - 0"2‰"+ „"SOIL PLATE2'-0" X 1'-6" ON 6" SIDECENTERED‡" DIA HOLESL Ž" DIA. HOLESŽ" DIA. - ˆ"
7•"+ ‰"STANDARD W-BEAM GUARDRAILSHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX [phone]Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:AND DEVELOPMENT UNITCONTRACTS STANDARDSRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OFSHEET OFSHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FOR DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED17BP.14.R.2072C-1
SEE TITLE BLOCKJ HOWERTON 06-22-121 7 1 7
862D03862D03
862D03 862D03
2 7 2 7
SHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX [phone]Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:CONTRACT STANDARDSAND DEVELOPMENT UNIT14-DEC-2017 10:36S:\Contracts\Contracts\Special Details\jhowerton\Standard Drawings\2018 Standard Drawings\Details in Lieu of Standards\Division 8\0862d0301.dgnjhowerton AT CSD-292595
PRO
F
ESSIONALENGINEER
NO
R
T
HCAROLINASEALnotrewoH .S leoJ022966DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED1'-10"FINISH GRADECONCRETE BACKWALL FILL FACE
PLAN VIEW
SHOULDER BREAK POINT1'-10"GUARDRAIL POST3 SPACES @ 3'-1•"ELEVATION
`W' BEAM GUARDRAIL
WTR SECTIONSTRUCTURE ANCHOR UNITSSTRUCTURE ANCHOR UNITSOFFSET BLOCKSTD. 6'-3" SPACINGVAR.**STD. 6'-3" SPACING*1" 1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
PAY LIMITS WTR SECTIONAPPROACH SLAB
APPROACH SLAB
CONSTRUCTION JOINT
CONCRETE BACKWALL
AEXP. JOINT
ABRIDGE DECK A
BRIDGE END POST
BRIDGE RAIL SKEWFOR ATTACHMENT TO RAIL ON BRIDGEGUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO RAIL ON BRIDGEGUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO RAIL ON BRIDGE
GUARDRAIL ANCHOR UNIT, TYPE III
MIDSPAN SPLICE3'-1•"3'-1•" -SEE SHEET 3 FOR POST SECTIONS 1 THRU 9. -LAP JOINTS IN THE DIRECTION OF TRAFFIC FLOW. -MEASURE GUARDRAIL HEIGHT FROM THE TOP OF ADJACENT SURFACE (SHOULDER, BERM, OR GUTTER). -SHOULDER BERM GUTTER MUST BE INSTALLED TO THE LIMITS 8" x 4" LIP CURB IS SHOWN IF ANCHOR UNIT IS NOT ADJACENT TO AN APPROACH SLAB. *THE DISTANCE FROM END OF BRIDGE RAIL TO CENTER LINE OF THE FIRST POST SHOULD BE 11•" IF CONCRETE BACKWALL IS NOT PRESENT. **POST NOT REQUIRED FOR SKEW ANGLES GREATER THAN 150° OR LESS THAN 30° UNLESS OTHERWISE DIRECTED BY THE ENGINEER.NOTE:RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FOR1'-10"
FINISH GRADE
CONCRETE BACKWALL
FILL FACE
PLAN VIEW
SHOULDER BREAK POINT
@ 1'-6ƒ"
4 SPACES
1'-10"
GUARDRAIL POST
3 SPACES @ 3'-1•"
ELEVATION
`W' BEAM GUARDRAIL
WTR SECTIONSTRUCTURE ANCHOR UNITSSTRUCTURE ANCHOR UNITSGUARDRAIL
THRIE BEAM
OFFSET BLOCK
STD. 6'-3" SPACING
END SHOE
10 GA
VAR.
1'-6ƒ")
VAR. (MAX.
**
STD. 6'-3" SPACING
GRADE
FINISH
*
1"
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
PAY LIMITS
(ONE RAIL INSIDE ANOTHER)
THRIE BEAM GUARDRAIL 'NESTED'WTR SECTION
APPROACH SLAB
APPROACH SLAB
CONSTRUCTION JOINT
CONCRETE BACKWALL
AEXP. JOINT
ABRIDGE DECK A
BRIDGE END POST
SEE STRUCTURE PLANS
POINT FOR END SHOE ANCHORAGE,
VERTICAL PLANE AT THE ATTACHMENT
BRIDGE RAIL
SEE STRUCTURE PLANS
8" x 4" LIP CURB
SEE STRUCTURE PLANS
8" x 4" LIP CURB
SKEWRAIL ON BRIDGE - SUB REGIONAL TIERGUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TORAIL ON BRIDGE - SUB REGIONAL TIER
GUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO RAIL ON BRIDGE - SUB REGIONAL TIERGUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO3'-1•"3'-1•"
3'-1•"
MIDSPAN SPLICE
-SEE SHEET 3 FOR POST SECTIONS 1 THRU 9.
-LAP JOINTS IN THE DIRECTION OF TRAFFIC FLOW.
-MEASURE GUARDRAIL HEIGHT FROM THE TOP OF ADJACENT SURFACE (SHOULDER, BERM, OR GUTTER).
-SHOULDER BERM GUTTER MUST BE INSTALLED TO THE LIMITS 8" x 4" LIP CURB IS SHOWN IF ANCHOR UNIT IS NOT ADJACENT TO AN APPROACH SLAB.
*THE DISTANCE FROM END OF BRIDGE RAIL TO CENTER LINE OF THE FIRST POST SHOULD BE 11•" IF CONCRETE BACKWALL IS NOT PRESENT.
**POST NOT REQUIRED FOR SKEW ANGLES GREATER THAN 150° OR LESS THAN 30° UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
NOTE:RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FOR@ 1'-6ƒ"4 SPACES
GUARDRAIL
THRIE BEAMEND SHOE
10 GA
1'-6ƒ")VAR. (MAX.GRADEFINISH(ONE RAIL INSIDE ANOTHER)THRIE BEAM GUARDRAIL 'NESTED'SEE STRUCTURE PLANSPOINT FOR END SHOE ANCHORAGE,VERTICAL PLANE AT THE ATTACHMENT SEE STRUCTURE PLANS8" x 4" LIP CURBSEE STRUCTURE PLANS8" x 4" LIP CURB1'-9"2'-1"2'-1"
2'-1"2'-1"1'-9"17BP.14.R.2072C-2
BUFFERED END SECTIONRAIL"W" BEAMQTY. 2WITH 2 WASHERSƒ"x7•" BOLTSPAY LIMITS6'-3"STEEL TUBESTD. LINE POSTAND STD. WASHERPOST WITH NUTTHRU RAIL ANDBOLT (10" LONG)BUTTON HEADSTD. WASHERPOST WITH NUT ANDLONG) THRU RAIL ANDBUTTON HEAD BOLT (10"6'-0" POST LENGTH
6'-3"3'-1•"3'-1•"PANEL SPLICEW-BEAM MIDSPAN2'-1"(SEE SHEET 6 OF 8)SHORT WOOD BREAKAWAY POSTTRAILING END UNIT ASSEMBLYELEVATIONPLANPOSTSSTEEL LINEPOSTSSTEEL LINE2'-7"3'-5"A.T.-1 SYSTEMRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OFSHEET OFSHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FORA.T.-1 SYSTEM3'-4ƒ"
GUARDRAIL INSTALLATIONGUARDRAIL INSTALLATIONLEVELGROUNDSHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX [phone]Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:AND DEVELOPMENT UNITCONTRACTS STANDARDSPRO
F
ESSIONALENGINEER NO
R
T
H CAROLINASEAL 022966 NOTREWOH .S LEOJDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED17BP.14.R.2072C-3
STRUCTURE ANCHOR UNITTYPE III - SHOP CURVEDDIRECTED BY ENGINEERSEE ROADWAY PLANS OR ASSHOP CURVED GUARDRAILSTRUCTURE ANCHOR UNIT
TYPE III - SHOP CURVEDPLAN VIEWEND SHOE10 GAELEVATION(ONE RAIL INSIDE ANOTHER)THRIE BEAM GUARDRAIL 'NESTED'SEE STRUCTURE PLANSPOINT FOR END SHOE ANCHORAGE,VERTICAL PLANE AT THE ATTACHMENT -SEE STANDARD 862.03 SHEET 4 FOR POST SECTIONS 1 THRU 9. -LAP JOINTS IN THE DIRECTION OF TRAFFIC FLOW. -USE NO STEEL POSTS WITHIN THE GUARDRAIL ANCHOR UNIT LIMITS. -MEASURE GUARDRAIL HEIGHT FROM THE TOP OF ADJACENT SURFACE (SHOULDER, BERM, OR GUTTER). TO AN APPROACH SLAB. -SHOULDER BERM GUTTER MUST BE INSTALLED TO THE LIMITS 8" x 4" LIP CURB IS SHOWN IF ANCHOR UNIT IS NOT ADJACENT IS NOT PRESENT. *THE DISTANCE FROM END OF BRIDGE RAIL TO CENTER LINE OF THE FIRST POST SHOULD BE 11•" IF CONCRETE BACKWALL **POST NOT REQUIRED FOR SKEW ANGLES GREATER THAN 150° OR LESS THAN 30° UNLESS OTHERWISE DIRECTED BY THE ENGINEER.NOTE:FOR ATTACHMENT TO RAIL ON BRIDGEGUARDRAIL ANCHOR UNIT, TYPE III - SHOP CURVEDRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OFSHEET OFSHEET OFENGLISH DETAIL DRAWING FORENGLISH DETAIL DRAWING FORT.S.SpellE.E.Ward2-01-18EOPPAVED SHOULDERADDITIONAL4" x 8" APPROACH SLAB LIP CURBCHECKED BY:FILE SPEC.:DATE:DATE:FAX [phone]Office 919-707-6950AND DEVELOPMENT UNITCONTRACT STANDARDSDATE:ORIGINAL BY:MODIFIED BY:5/14/99
SHEET NO.PROJECT REFERENCE NO.01-FEB-2018 09:19S:\Contracts\Contracts\Special Details\jhowerton\Guardrail\31 inch Guardrail\type_iii_sc.dgnjhowerton AT CSD-292595
SKEW1 11 1SEE PLATE FOR TITLE4 SPACES VAR. (MAX. 1'-6ƒ")
S
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-6ƒ"TYPE III SCTYPE III SC1'-10"APPROACH SLAB11•"
3
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1•"PAY LIMITS FOR GUARDRAI
L ANCHOR UNI
T,TYPE III
-
SHOP CURVE
D 1'-10"FINISH GRADECONCRETE BACKWALLFILL FACE1'-9"1234567PAY LIMITSWTR SECTIONAPPROACH SLABCONCRETE BACKWALL1" BRIDGE RAIL4-4-02SEE ROADWAY PLANS FOR END TREATMENTSEE PLANSINT
PRO
F
ESSIONALENGINEER
NO
R
T
HCAROLINASEALnotrewoH .S leoJ022966DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSTD. 6'-3" SPACINGGRADEFINISH892'-1"
2'-1"3'-1•"3'-1•"MIDSPAN SPLICE\jhowerton\guardrail\31inguardrail\typeiiisc.dgn17BP.14.R.2072C-4
SECTION A-AENDSHOE10 GA(ONE RAIL INSIDE ANOTHER)12'-6'' 'NESTED' GUARDRAILGUARDRAIL"W" BEAMFROM BRIDGEFIRST SPLICE POINTBRIDGE RAILCONCRETEPLAN VIEW GUARDRAIL"W" BEAMELEVATION VIEWFRONTSIDEPLAN HOLESL Ž" DIA. HOLESŽ" DIA. 7"WOOD OFFSET BLOCK8"X 8"X 14" ROUTEDSIDEFRONTPLANSTEEL POST"W8 X 21 X 8'-0" -LAP JOINTS IN THE DIRECTION OF TRAFFIC FLOW. -USE NO WOOD POSTS WITHIN THE GUARDRAIL ANCHOR UNIT LIMITS. -MEASURE GUARDRAIL HEIGHT FROM THE TOP OF ADJACENT SURFACE (SHOULDER, BERM, OR GUTTER). *THE DISTANCE FROM END OF BRIDGE RAIL TO CENTER LINE OF THE FIRST POST SHOULD BE 11•" IF CONCRETE BACKWALL IS NOT PRESENT. **ELIMINATE POST 3 AND SHIFT POSTS 1 & 2 ON SKEW ANGLES GREATER THAN 150° OR LESS THAN 30° UNLESS OTHERWISE DIRECTED BY THE ENGINEER.NOTE:FOR END TREATMENTSEE ROADWAY PLANSTYPE B-83 SHOP CURVEDGUARDRAIL ANCHOR UNIT19-NOV-2018 08:26S:\Contracts\Contracts\Special Details\ericward\M isc. guardrail\NCHRP350 Approved\b-83 m inndot.dgnjhowerton AT CSD-292595
SHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX [phone]Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:AND DEVELOPMENT UNITCONTRACT STANDARDS1'-4ƒ"AA12BRIDGE DECK12'-6'' STANDARD GUARDRAILFILL FACECONCRETE BACKWALLBRIDGE DECKAPPROACH SLABPAY LIMITS*1" A
BRIDGE DECKAAPPROACH SLAB-POSTS 1 AND 2 TO BE W8 x 21 X 8'-0" LONG STEEL POST AND 8" X 8" X 14" WOOD ROUTED OFFSET BLOCK. E.E. WARD7-14-04CCLCL1…"1…"7"CLCLCLƒ"OCLW8 x 21 x 8'-0"‚"7ƒ"1…"2‡"8"8"5‚"8‚"7‚"3**POSTS1 23**5 SPACES@ 1'-6ƒ"3
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HCAROLINASEALnotrewoH .S leoJ022966DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED17BP.14.R.2072C-5
--
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--
--
--
--
--
--
--
--
--
--
--
SHEET PILES H-PILES WITH TIMBER LAGGING
SLOPE OR SURCHARGE CASE WITH NO TRAFFIC IMPACT
----
------
SURCHARGE CASE WITH TRAFFIC IMPACT
< 6
7
8
9
10
11
12
< 6
7
8
9
10
11
12
7.5
8.5
10.0
11.0
12.5
13.5
15.0
11.5
13.0
15.0
17.0
18.5
20.5
22.5
3.0
4.5
6.5
9.5
13.0
17.0
21.5
4.5
7.0
10.0
14.0
19.5
26.0
33.0
HP 10x42
8.0
9.5
10.5
11.5
13.0
HP 12x53
8.0
9.5
10.5
12.0
11.5
13.0
15.0
17.0
HP 14x73
8.0
9.5
10.5
12.0
13.5
14.5
16.0
11.5
13.0
15.0
17.0
18.5
11.0
12.0
12.5
13.5
14.0
15.0
16.0
16.0
17.0
18.0
19.0
20.0
21.0
22.0
10.0
12.0
14.0
16.5
19.5
22.5
25.5
12.0
14.5
17.0
20.0
23.5
28.0
33.0
9.5
10.5
11.5
13.0
14.5
9.5
10.5
11.5
12.5
13.5
13.0
14.5
15.5
17.0
9.5
10.5
11.5
12.5
13.5
14.5
15.5
13.0
14.5
15.5
17.0
18.5
20.0
21.5
HP 10x42 HP 12x53 HP 14x73
SHEET PILES
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--
STANDARD TEMPORARY SHORING
NOTES:
TEMPORARY GUARDRAIL
STANDARD TEMPORARY SHORING
BOTTOM OF SHORING
TOP OF SHORING
2:1 (H:V) OR FLATTER
6:1 (H:V) OR FLATTER
OR EXISTING GRADE
BOTTOM OF EXCAVATION
BOTTOM OF SHORING
6:1 (H:V) OR FLATTER
OR EXISTING GRADE
BOTTOM OF EXCAVATION
(SEE NOTE 9)
EXTENSION
MINIMUM REQUIRED
EDGE OF NEAREST TRAFFIC LANE
PILE TIPAND PILE TIPBOTTOM OF SHORINGELEVATION BEWTEENGROUNDWATERPILE TIPELEVATION BELOWGROUNDWATERPILE TIP
CLASS IV SELECT MATERIAL (ABC)
(SEE NOTE 6)
CONDITION
GROUNDWATER
TOP OF SHORING
TRAFFIC SIDE OF SHORING
EMBEDMENTMINIMUM REQUIREDBOTTOM OF SHORING
6:1 (H:V) OR FLATTER
OR EXISTING GRADE
BOTTOM OF EXCAVATION
(SEE NOTE 9)
EXTENSION
MINIMUM REQUIRED
PILE TIP
MIN
24"
AND TRAFFIC CONTROL PLANS)
CLEAR DISTANCE (SEE NOTE 7
TRAFFIC SIDE OF SHORING
PAVEMENT SECTION
EDGE OF PAVEMENT
**TOP OF SHORING =
EDGE OF PAVEMENT
**GUARDRAIL FACE =
6" MIN
EXTENSION
TRAFFIC LANE
EDGE OF NEAREST
H-PILES WITH TIMBER LAGGING
**
TOP OF SHORING**
FACE
GUARDRAIL
(SEE NOTE 8)
CLEAR DISTANCE
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
3
WITH TIMBER LAGGING
SHEET PILES OR H-PILES
*SEE TABLE ABOVE.
(SURCHARGE CASE)VARIES - 12' MAXH - SHORING HEIGHTVARIES - 12' MAXH - SHORING HEIGHTVARIES - 12' MAXH - SHORING HEIGHT*SEE TABLE ABOVE.
(SLOPE CASE)
MINIMUM REQUIRED EMBEDMENT AND SECTION MODULUS
(FT)
HEIGHT
SHORING
H
(FT)
EMBEDMENT
REQUIRED
MINIMUM
(IN /FT)
SECTION MODULUS
MINIMUM REQUIRED
(FT)
EMBEDMENT
REQUIRED
MINIMUM
*WITH TIMBER LAGGING
SHEET PILES OR H-PILES
*
WITH TIMBER LAGGING
SHEET PILES OR H-PILES
**EMBEDMENTMINIMUM REQUIRED*EMBEDMENTMINIMUM REQUIRED***
(SEE NOTE 10)
(FT)
MINIMUM REQUIRED EMBEDMENT
(SEE NOTE 10)
(FT)
MINIMUM REQUIRED EMBEDMENT
3(IN /FT)
SECTION MODULUS
MINIMUM REQUIRED
STANDARD SHORING PROVISION)
(SEE PLANS AND
TEMPORARY GUARDRAIL
MIN
24"
PAVEMENT SECTION
STANDARD SHORING PROVISION)
(SEE PLANS AND
CONCRETE BARRIER
CONCRETE BARRIER
". --SIZE SHOWN IF MINIMUM REQUIRED EMBEDMENT IS "
GROUNDWATER CONDITION, SHORING HEIGHT AND H-PILE
*DO NOT USE H-PILES WITH TIMBER LAGGING FOR

DEPART
ME
NT
OF TRANSPORTATIONSTATE OF NORT
H CAR
O
L
I
NATEMPORARY SHORING
STANDARD
DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATION
NORTH CAROLINA
ENGINEERING UNIT
GEOTECHNICAL
STANDARD DETAIL NO. 1801.01
DATE: 11-19-13
PROJECT REFERENCE NO.
17BP.14.R.207 2G-1
ENGINEER

SIGNATURE DATE
SHEET NO.
ENGINEER
GEOTECHNICAL
SIGNATURE DATE
29869PROFESSIONALE
NG INEERNORTHCAROLINA
SEAL
KRALC C ENAHS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
f
g
CONTACT THE ENGINEER IF PILES DO NOT ATTAIN THE MINIMUM REQUIRED EMBEDMENT.
connect.ncdot.gov/resources/Geological/Pages/Geotech_Forms_Details.aspx
STANDARD SHORING SELECTION FORMS ARE AVAILABLE FROM:
TEMPORARY SHORING CONSTRUCTION. UP TO 3 SHORING LOCATIONS MAY BE INCLUDED ON EACH FORM.
SUBMIT A "STANDARD TEMPORARY SHORING SELECTION FORM" AT LEAST 7 DAYS BEFORE STARTING
DRILLED-IN H-PILES.
MAXIMUM 6' SPACING. AT THE CONTRACTOR'S OPTION, EMBEDMENT DEPTHS MAY BE REDUCED BY 25% FOR
MINIMUM REQUIRED EMBEDMENT FOR H-PILES WITH TIMBER LAGGING IS BASED ON DRIVEN H-PILES AT
FOR "SURCHARGE CASE WITH TRAFFIC IMPACT".
MINIMUM REQUIRED EXTENSION IS 6" FOR "SLOPE OR SURCHARGE CASE WITH NO TRAFFIC IMPACT" AND 32"
CASE WITH TRAFFIC IMPACT".
GUARDRAIL, ATTACH GUARDRAIL TO TRAFFIC SIDE OF PILES AS SHOWN IN THE PLANS AND USE "SURCHARGE
AT THE CONTRACTOR'S OPTION OR IF AVAILABLE CLEAR DISTANCE IS LESS THAN 4' FOR TEMPORARY
"SURCHARGE CASE WITH TRAFFIC IMPACT".
FOR CONCRETE BARRIER, SET BARRIER NEXT TO AND UP AGAINST TRAFFIC SIDE OF PILES AND USE
AT THE CONTRACTOR'S OPTION OR IF AVAILABLE CLEAR DISTANCE IS LESS THAN THE MINIMUM REQUIRED
CONDITION. DO NOT USE STANDARD TEMPORARY SHORING IF GROUNDWATER IS ABOVE BOTTOM OF SHORING.
PLANS, USE "GROUNDWATER ELEVATION BETWEEN BOTTOM OF SHORING AND PILE TIP" FOR GROUNDWATER
USE GROUNDWATER ELEVATION NOTED IN THE PLANS. IF NO GROUNDWATER ELEVATION IS SHOWN IN THE
OR SOFT SOIL OR MUCK IS WITHIN THE EMBEDMENT DEPTH.
DO NOT USE STANDARD TEMPORARY SHORING WHEN VERY LOOSE
PARAMETERS ARE NOT APPLICABLE.
DO NOT USE STANDARD TEMPORARY SHORING IF ASSUMED SOIL
COHESION, c = 0 PSF
= 30 DEGREESFRICTION ANGLE,
= 120 PCFUNIT WEIGHT,
IN-SITU ASSUMED SOIL PARAMETERS:
STANDARD TEMPORARY SHORING IS BASED ON THE FOLLOWING
PROVISION.
FOR STANDARD TEMPORARY SHORING, SEE STANDARD SHORING
SHORING AS NOTED IN THE PLANS.
AT THE CONTRACTOR'S OPTION, USE STANDARD TEMPORARY
250 PSF MAX
TRAFFIC SURCHARGE
250 PSF MAX
TRAFFIC SURCHARGE
COMPUTED BY: SGM DATE:5/15/2019SHEET NO. CHECKED BY: JLT DATE: 5/16/20193B-1Station Station Uncl. Embank. Borrow WasteExcav. +%‐L‐ 11+50.00‐L‐ 12+71.2066 33 33BRIDGE‐L‐ 13+28.80‐L‐15+10.0064 86 22130 119 22 33‐22‐22130 119 11SAY:150EST. DDE = 30 CYEST. SHALLOW UNDERCUT = 100 CYSELECT GRANULAR MATERIAL = 400 CYGEOTEXTILE FOR SOIL STABILIZATION = 600 SYCLASS IV SUBGRADE STABILIZATION = 200 TONNG = NON-GATING IMPACT ATTENUATOR TYPE 350"N" DIST.TOTALFLAIR LENGTHLINEFROM SHLDR APPR.TRAIL.APPR. TRAIL.E.O.L.WIDTHENDENDENDENDEAGNG‐L‐‐L‐‐L‐‐L‐ADDITIONAL GUARDRAIL POSTS = 5 EA‐L‐‐L‐Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. COMPUTED BY: Zachary J. Richard, PE DATE: 7/31/2018 See "Standard Specifications For Roads and Structures, Section 300-5". CHECKED BY: David B. Petty, PE DATE: 1/28/2019B‐83 SC 1@25.00 ft 25.00Note: Earthwork quantities are calculated by the Roadway Design Unit. These earthwork quantities are based in part on subsurface data provided by the Geotechnical Engineering Unit.50.0012+28.27 LTIMP. ATTEN. TYPE 350131.25GUARDRAIL SUMMARYIN FEETPER GEOTECH RECOMMENDATION, ESTIMATED 450 CUBIC YARDS OF UNDERCUT TO BE USED IN THE DISCRETION OF THE RESIDENT ENGINEER.B-83SC2.25'225' 0.5'SHOP CURVEDSUB‐TOTALSNote: Approximate quantities only. Unclassified Excavation, Fine Grading,  and Clearing and Grubbing will be paid for at the contract lump sum price for grading.56.252.25'SUMMARY OF EARTHWORK37.50"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAILTOTAL 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.W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.G = GATING IMPACT ATTENUATOR TYPE 350IN CUBIC YARDSLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)311PROJECT NO.WIIIGREUTL-2AT‐1ANCHORSREMOVE & RESET EXISTING GUARDRAILREMARKS11REMOVE EXISTING GUARDRAILIIISC1TYPE III SC 1@18.75 ft 18.75AT‐1 1@6.25 ft 6.2512+78.27 5.25'TYPE III12+63.3512+63.3513+35.87 13+92.12 LT 56.25 13+35.87BEG. STA.TRAIL.               ENDDOUBLE FACEDWARRANT POINTAPPR.                ENDLENGTHSTRAIGHTLESS ANCHOR DEDUCTIONSRT 25.00 25.002@18.75 ft17BP.14.R.207TOTALS:18.75 6.2512+04.500.5'11GRAND TOTALS:STATE OF NORTH CAROLINAEND STA.12+78.27LOC.13+21.73 13+23.52 RT 31.25 13+21.73 2.25R=10'2.25' 5.25'R=100'5.25'25' 0.5'1125'5.25'123111SAY25.0012.50GRAND‐TOTALS 231ANCHOR TOTALS75.00GREU TL‐2 3@25.00 ft111112.5050.0012+62+/‐13+31+/‐RT56.2518.7511 Temporary Guardrail and Anchors2 Temporary Guardrail and Anchors12+56+/‐13+57+/‐RT100.0031TEMPORARY GUARDRAILLESS ANCHOR DEDUCTIONSTEMP. GREU TL‐2 3@25.00 ft 75.00SUB‐TOTALSGRAND‐TOTALS   (TEMP) 81.25 12.50156.2518.753131SAY87.5012.50WASTE IN LIEU OF BORROWTEMP. AT‐1 1@6.25 ft 6.25SIZETHICKNESSOR GAUGEEFG‐L‐ 13+50 LT 0401 2338.61110401 0402 2336.7 2336.6 12‐L‐ 12+09 CL 0403 2341.2 2340.85221TOTALS1252 1 1 1 21STATIONSTRUCTURE NO.CATCH BASINNARROW DROP INLETDROP INLETGRATED DROP INLET(NARROW SLOT)JUNCTION BOXMANHOLETRAFFIC BEARING DROP INLETTRAFFIC BEARING JUNCTION BOXPER EACH (0' THRU 5.0')LIN.FT.DROP INLETCATCH BASINCONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 R.C. PIPE CLASS III 36''15" SIDE DRAIN PIPEQUANTITIESFOR DRAINAGESTRUCTURES*TOTAL L.F. FOR PAYQUANTITY SHALL BE COL.'A' + (1.3 X COL.'B')C.B. STD. 840.01 OR STD. 840.02FRAME, GRATES,AND HOODSTANDARD 840.03CONC. COLLARS CL. "B" C.Y. STD. 840.72PIPE REMOVAL LIN. FT.CU. YARDSAB42'' 48'' 12''18'' 24'' 30'' 18'' 24'' 30'' 36''.10912'' 15''FROMTOTOP ELEVATIONINVERT ELEVATIONINVERT ELEVATIONSLOPE CRITICAL C.S. PIPE 36'' 42''DRAINAGE PIPE(RCP, CSP, CAAP, HDPE, or PVC)DO NOT USE RCPDO NOT USE CSPDO NOT USE CAAPDO NOT USE HDPE.079LOCATION (LT, RT, OR CL)'30'' 36''.064.064.06424'' 48''42''.064.07948'' 12'' 15'' 18''.10912'' 15'' 18'' 24'' 30''REMARKSABBREVIATIONS R.C. PIPE CLASS IV42''15''R.C.P.C.S.P.5.0' THRU 10.0'***" RC PIPE CULVERTS, CONTRACTOR DESIGNSTD. 838.01838.11 ORSTD. 838.80(UNLESS NOTEDOTHERWISE) T.B.D.I STD. 840.35 ** " R.C. PIPE (CLASS V)***" RC PIPE CULVERTS, CONTRACTOR DESIGNCONCRETE TRANSITIONALSECTION10.0' AND ABOVETYPE OF GRATE FRAME AND NARROW FLAT GRATE STD. 840.29C.B.N.D.I.D.I.G.D.I.G.D.I.(N.S.)J.B.M.H.T.B.D.I.T.B.J.B.18" SIDE DRAIN PIPEENDWALLS48''
COMPUTED BY: ___JCK10/8/2018 CHECKED BY: ____SCC10/8/2018SD 200AST 18 100 200 400TOTAL LF:200TOTAL CY/TONS/SY:100 200** 400** 0 0*UD = Underdrain*BD = Blind Drain*ASU(1/2) = Aggregate Subgrade (Type 1 or 2)*SD = Subsurface Drain*AST = Aggregate Stabilization(5-15-18)STATE OF NORTH CAROLINADIVISION OF HIGHWAYSLINE3G-1SHEET NO.PROJECT NO.17BP.1R.R.207Stabilizer Aggregate TONSClass IV Aggregate Stabilization TONSClass IV Subgrade Stabilization TONSSUMMARY OF SUBSURFACE DRAINAGECONTINGENCYSUMMARY OF AGGREGATE SUBGRADE/STABILIZATIONCONTINGENCYStationLINE Station StationLocation LT/RT/CLDrain Type* UD/BD/SDLFGeotextile for Soil Stabilization SYAggregate Type* ASU(1/2)/ASTStation**Total tons of "Class IV Subgrade Stabilization" and total square yards of "Geotextile for Soil Stabilization" are only the estimated quantities for ASU(1/2)/AST and may only represent a portion of the subgrade stabilization and geotextile quantities shown in the Item Sheets of the Proposal.Aggregate Thickness INCHES[8" for ASU(2)]Shallow Undercut CY
TYPE-III
TYPE-III
GREU TL-2
AT-1
PI Sta 11+41.53
D
L = 97.20'
T = 49.06'
R = 290.00'
PI Sta 12+32.69
D
L = 84.06'
T = 43.02'
R = 160.00'
PI Sta 13+93.04
D
L = 105.86'
T = 53.48'
R = 300.00'
7.1'7.5'0500420420417.9'8.7'020100010203040403030304020301000201-L- POT 10+00.00
-L- PC 10+92.47
-L- PCC 11+89.67
-L- POT 16+30.98
-L- PT 14+45.41
-L- PC 13+39.55
-L- PT 12+73.73
-L- CURVE DATA
DS = 25 MPH DS = 20 MPH
SE = 0.03
DS = 30 MPH
-L- STA 11+50.00
17BP.14.R.207
BEGIN PROJECT
-L- STA 15+10.00
17BP.14.R.207
END PROJECT10+0015+0010'10'50' TAPER
TO EXIST.+6015'
TYP
+85TO EXIST.50' TAPER +0015'TYP +8010'10'03TYPE-III
GREU TL-2
-L- STA. 14+21.38
END FDPS
TYPE-III
GREU TL-2
GREU TL-2
-L- STA. 11+98.52
BEGIN FDPS
-L- STA. 11+58.25
BEGIN FDPS
(R=100')
CURVE
SHOP
TYPE-III
SE = -0.03
-L- STA. 13+35.24
END FDPS
10'R
15'R
13'R
-L- STA 12+71.20
BEGIN BRIDGE
-L- STA 13+28.80
END BRIDGE
AT-1
-L- STA. 13+68.29
CONC. CURB
END 8" x 18"
8:1
8:1
SE = NC
CURVE (R=10')
B-83 SHOP
DRIVE
PROP. 12' ASPHALT
(BY OWNER)
FENCE
RELOCATE
FENCE (IF DISTURBED)
REPLACE GATE AND
CONTRACTOR TO
DRIVE
PROP. 16' SOIL
10'R
B1
B1 =
T
E X IST. R /W (MA INTA INED )
E X IST . R /W (MA INT A INED )
EXIST. R/W (MAINTAINED)EXIST. R/W (MAINTAINED)16.00'16.00'28.00'15" CMPS 21°26'12" E108.06'
N 02°41'23" E
215.39'
9.95'
S 03°19'23" W367.01'
S 80°56'27" E
315.96'
SR 1369 TELLICO ROAD
SR 1369 TELLICO R O A D
15' G R A V EL
16' GRAVEL
GRAVE
L
MTL
5' CHL 5' CHL
MTL
3S B WS
S
#141 2
FRONTIER#141 3
FRONTIER
TELLICO CREEK
TELLICO CREEK
FRANKLIN, NC 28734
135 E. MAIN ST.
FRONTIER COMMUNICATIONS
TO SR 1310TO NC 28
MACON COUNTY
B-5912 BRIDGE 181
CAROL A. FULLER
DB P-26 PG 1166
WOODS
WOODS
CAROL A. FULLER
DB P-26 PG 1166
WOODS
NANCY B. GROVE, CO-TRUSTEES
C/O WILLIAM E. GROVE III
DATED MARCH 1, 2007
THE GROVE FAMILY TRUST
DB B-36 PG 2286
WOODS
WOODS
EIP
NANCY B. GROVE, CO-TRUSTEES
C/O WILLIAM E. GROVE III
DATED MARCH 1, 2007
THE GROVE FAMILY TRUST
DB B-36 PG 2286
BL-2
BL-3
BL-1
BL-4
3S BW
EIP
S 49°41'47" E
12.08'
S 81°24'49" E
67.38'
N 02°41'23" E
68.04'
S 03°19'23" W
61.07'
CREEK (SB)UT TO TELLICO
UT TO TELLICO CREEK (SA)
UT TO TELLICO CREEK (SC)REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
417BP.14.R.207
R/W SHEET NO.8/17/995/23/2019X:\NCDOT\Division 14 - 2017\Macon 550181\Roadway\Proj\550181_Rdy_psh.dgnUser:smelvin10 11 12 13 14 15 16
2,320
2,330
2,340
2,350
2,360
2,320
2,330
2,340
2,350
2,360
BM-1
BM-2
N
A
D 83/ 2011
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
BRIDGE #550181
MACON COUNTY
FOR STRUCTURE PLANS, SEE SHEET S-1 THRU S-38
BRIDGE/ROADWAY RELATIONSHIP SKETCH
TYPE-III
B-83 SC
10'
10'
FDPS
PROP.
-L- STA. 13+39.50
END APPROACH SLAB
-L- STA. 12+60.50
BEGIN APPROACH SLAB
27'-0"TO OUTOUTROADWAYCLEAR1'-3"
1'-3"03FDPS
PROP.
SC
TYPE-III
2'-3"
TYPE-III
24'-6"2'-3"
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
APPROX. W.S. ELEVATION
=
=
=
=
=
=
=
=
=
=
750 CFS
25 YRS
2339.7 FT
1100 CFS
100 YRS
2341.5 FT
820
25+ YRS
2341.0 FT*
WHICH OCCURS AT -L- STA. 13+30 RT
LOWEST HIGH POINT ON DECK/ROADWAY
*OVERTOPPING ELEVATION REPRESENTS
DATE OF SITE VISIT
ON DATE OF SITE VISIT
= 3/7/2018
2335 FT
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT
Str#0403 18" RCP -L- Sta. 12+09
= 0.94
= 25
= 2.9
= 2342.2
= 3.2
= 2342.3
= 500+
= 4.2+
= 2344.1
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT
Str#0403 18" RCP -L- Sta. 12+09
= 0.94
= 25
= 2.9
= 2342.2
= 3.2
= 2342.3
= 500+
= 4.2+
= 2344.1 PROFESSION
A
LE
NG INEER
N ORTH CARO
LINA
SEAL
35018 YRRET .L YMMIJPROFESSIONALENGINEERNORTHCAROLINA
SEAL
038697 YTTEP .B DI
VA
DCURB
8" X 18"
PROP.
PI = 11+91.00
EL = 2,344.57'
(-
)8.1463%(-
)3
.0000%
VC = 80'
K = 16
PI = 13+54.00
EL = 2,339.68'
(-)3
.0000%
(-)9.0337%PI = 14+43.00
EL = 2,331.64'
(-)9.0337%(-)5.2985%
VC = 100'
K = 27
ELEV. 2,347.91
-L- STA. 11+50.00
BEGIN GRADE
ELEV. 2,328.09
-L- STA. 15+10.00
END GRADE
DS = 15 MPH VC = 40'
K = 7
DS = 20 MPH
DS = 25 MPH
-L- STA. 12+71.20
BEGIN BRIDGE
-L- STA. 13+28.80
END BRIDGE
1.5:11.5:1SHEET-PILES (TYP.)
H-PILES (TYP.)
VERTICAL ABUTMENT (TYP.)
4.75' (TYP.)
TO BE REMOVEDEXISTING BRIDGE
LOW CHORD
LOW SIDE
PROP. EXCAVATION TO ELEV. 2337'
PROP. EXCAVATION TO ELEV. 2336'
(-) 8.7%EL=2335.0
-L- STA 13+15 LT
END STANDARD BASE DITCH
EL=2340.18
-L- STA 12+50 LT
BEGIN STANDARD BASE DITCH
EL=2338.0
-L- STA 12+75 LT
PI STANDARD BASE DITCH
(-
) 7.5%
OF SITE VISIT (3/7/18)=2335'
APPROX. W.S. ELEV. ON DATE (24" THICK, KEYED-IN)
& LINE W/ CLASS II RIPRAP
CUT SLOPE BACK AT 1.5(H):1(V)
REMOVE EXISTING ABUTMENT,
(24" THICK, KEYED-IN)
& LINE W/ CLASS II RIPRAP
CUT SLOPE BACK AT 1.5(H):1(V)
REMOVE EXISTING ABUTMENT,
(-) 8.9%EL=2346.40
-L- STA 11+50 LT
BEGIN SPECIAL CUT DITCH
EL=2341.50
-L- STA 12+00 LT
END SPECIAL CUT DITCH
18" RCP-IV
PROPOSED
01
01
02
35.00'
+45.41
35.00'
+15.00
02
30.00'
+15.00
46.00'
+73.00
30.00'
+73.73
30.00'
+89.67
30.00'
+45.00
30.00'
+28.00
35.10'
+48.38
51.00'
+06.00
30.00'
+24.00
30.00'
+45.41
35.00'
+73.73
35.00'
+05.00
49.00'
+18.00 35.00'
+39.55
35.00'
+60.00
45.00'
+45.00
30.00'
+39.55
EX. R/W
+15.00
EX. R/W
+15.00
EX. R/W
+45.00
EX. R/W
+45.00
38.00'
+00.00
35.00'
+45.00
35.00'
+89.67 15"0401
1 TONS, 5 SY GEO
CLASS B RIP RAP
0402
SEE DETAIL A
STANDARD BASE DITCH
TB 2GI-D
(24" THICK, KEYED-IN)
& LINE W/ CLASS II RIPRAP
CUT SLOPE BACK AT 1.5(H):1(V)
REMOVE EXISTING ABUTMENT,
GRADE TO DRAIN
(TYP.)
EXCAVATION
PROPOSED
SEE DETAIL B
SPECIAL CUT DITCH
( Not to Scale)
PIPE OUTLET STABILIZATION
Ground
Natural
Ground
Natural
EXI
STI
NG BANKEXISTING BANK
d
d=1.5 Ft.
Length=6 Ft.
KEYED-IN (TYP.)
CLASS B RIP-RAP
DETAIL D
-L- STA 12+21 RT
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
-L- STA 11+50 TO 12+00 LT
DETAIL B
Min. D=1 Ft.
Ground
Natural Slope
Ditch
Front
4 TONS CLASS B
SEE DETAIL D
PIPE OUTLET STABILIZATION
0403
15" CMP
REMOVE
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-L- STA. 12+50 TO STA. 13+15 LT
DETAIL A
B=3 Ft.
Max. d=1.5 Ft.
Min. D=1.5 Ft.
Ground
Natural
Ground
Natural
Geotextile
Est. DDE = 30 SY
Geotextile = 85 SY
Type of Liner= 70 Tons, Class I Rip-Rap
18" RCP-IV
C
F
C
F
F
C
F
F
F
C
F
F
F
FCC
C
C
CC
FF
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS TMP-1
SHEET NO.User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550181\Traffic\TrafficControl\TCP\Macon_550181_TC_TMP_01(TSH).dgn5/15/2019INDEX OF SHEETS
SHEET NO.TITLE

TRANSPORTATION MANAGEMENT PLAN
WORK ZONE SAFETY & M OBILITY
ONFOETATS
DEPARTMENT
OF TRANSPORTATIONANIL
ORACHTR
NFO
ETATSDEP
ART
ME
N
TOFRATNSPOR TATIONANILORA
C
HTRO
"from the M OUNTAINS to the COAST"

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

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PLAN PREPARED FOR N.C.D.O.T. BY:
PROJECT ENGINEER
DESIGN ENGINEER PROJECT:LOCATION
PROJECT
VICINITY MAP
APPROVED:
DATE:
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS 17BP.14.R.207%19
74
1369
1310
1409
SWAIN COUNTY
MACON COUNTY
MACON COUNTY
JIMMY TERRY, PE
SANDRA MELVIN
28(
28(
%19
74
%19
74
%19
74
TMP-5 PHASE III
TMP-4 PHASE II
TMP-3 PHASE I
TMP-2 PHASING
STRATEGIES, GENERAL NOTES, AND LOCAL NOTES)
TMP-1B TRANSPORTATION OPERATIONS PLAN: (MANAGEMENT
AND LEGEND
TMP-1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS,
TMP-1 TITLE SHEET, VICINITY MAP, AND INDEX OF SHEETS
PRO FESSIO
NA
L
E
NG INE ERNORTHCAROLI
NA
SEAL
35018
YRRET .L YMMIJ
Little
River Te
n
nessee
Cold
Beechertown
Fairview
Briertown
Stiles
Tellic
Nantahala
Wesser
Almonds
Needmore
Lauada
SOUTHERN
Southern
Railway
Sout
her
nDock
Alarky
R155
Elev 3,306
POTATO HILL
NCDOT CONTACT INFORMATION:
Phone: [phone] Fax: [phone]
Division Bridge Program Manager
ADAM DOCKERY
SHEET NO.PROJ. REFERENCE NO.User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550181\Traffic\TrafficControl\TCP\Macon_550181_TC_TMP_01A(STA & Legend).dgn5/15/2019TMP-1A
LEGENDROADWAY STANDARD DRAWINGS
TITLESTD. NO.
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
FLAGGER
TRAFFIC CONTROL DEVICES
CONE
DRUM
STATIONARY SIGN
PORTABLE SIGN
CHANGEABLE MESSAGE SIGN
STATIONARY OR PORTABLE SIGN
SKINNY DRUM
BARRICADE (TYPE III)
TEMPORARY SIGNING
SIGNALS
PAVEMENT MARKERS
CRYSTAL/CRYSTAL
CRYSTAL/RED
YELLOW/YELLOW
PAVEMENT MARKINGS
E
M
P
T
LAW ENFORCEMENT
TEMPORARY CRASH CUSHION
PAVEMENT MARKING SYMBOLS
EXISTING LINES
TEMPORARY LINES
PAVEMENT MARKING SYMBOLS
EXISTING PROPOSED TEMPORARY
DIRECTION OF TRAFFIC FLOW
NORTH ARROW
GENERAL
EXIST. PVMT.
PROPOSED PVMT.
DIRECTION OF PEDESTRIAN TRAFFIC FLOW
TUBULAR MARKER
REMOVAL
WORK AREA

THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
ARE CONSIDERED A PART OF THESE PLANS:
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
FLASHING ARROW BOARD
TRUCK MOUNTED ATTENUATOR (TMA)
TEMP. SHORING (LOCATION PURPOSES ONLY)
E
M
P
T

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
1261.01 GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING
1205.12 PAVEMENT MARKINGS - BRIDGES
1261.02 GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING
1262.01 GUARDRAIL END DELINEATION
1205.02 PAVEMENT MARKINGS - TWO-LANE AND MULTI-LANE ROADWAYS
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1145.01 BARRICADES
1130.01 DRUM
1110.02 PORTABLE WORK ZONE SIGNS
1110.01 STATIONARY WORK ZONE SIGNS
1101.11 TRAFFIC CONTROL DESIGN TABLES
1101.01 WORK ZONE ADVANCE WARNING SIGNS
DRAWINGS & LEGEND
ROADWAY STANDARD
1101.02 TEMPORARY LANE CLOSURES
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
17BP.14.R.207Bridge #550181
Macon County
1150.01 FLAGGING DEVICES
1101.04 TEMPORARY SHOULDER CLOSURES
1135.01 CONES
1180.01 SKINNY-DRUM
PROFESSION
A
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NG INEERNORTHCAROLINA
SEAL
35018 YRRET .L YMMIJ
TMP-1B
PLAN
OPERATIONS
TRANSPORTATION
STRATEGIES
MANAGEMENT
GENERAL NOTES
LOCAL NOTES
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
17BP.14.R.207Bridge #550181
Macon County
PROJECT LIMITS.
ACCESS TO ALL DRIVEWAYS ANS SIDE STREETS MUST BE PROVIDED AT ALL TIMES WITHIN THE
LANE CLOSURES UTILIZING FLAGGERS AS NEEDED AND STAGED BRIDGE CONSTRUCTION.
OF TEMPORARY LANE SHIFTS USING A TEMPORARY PORTABLE TRAFFIC SIGNAL SYSTEM,
PROPOSED SR 1369 (TELLICO RD)WILL BE CONSTRUCTED USING A COMBINATION

TRAFFIC PATTERN.
L) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
TO CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION.
K) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED

TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS.
J) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING
(3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
SIGNING
PATTERN ALTERATION.
H) NOTIFY THE ENGINEER THIRTY (30) CALENDAR DAYS PRIOR TO ANY TRAFFIC
TRAFFIC PATTERN ALTERATIONS
OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.
"UNEVEN LANES" SIGNS (W8-11) 100 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
PAVEMENT EDGE DROP OFF REQUIREMENTS
WITH GUARDRAIL OR BARRIER.
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
E) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.
BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR
THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED
OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO
D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL
BARRIER OR GUARDRAIL.
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN
C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.
STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
LANE AND SHOULDER CLOSURE REQUIREMENTS
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
TO DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS.
RESPECTIVELY IN ADVANCE OF THE UNEVEN AREAS. USE DRUMS
AND BLACK ON ORANGE ''PAVEMENT ENDS'' SIGNS (W8-3) AND
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
MISCELLANEOUS
P) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE.
PAVEMENT MARKINGS AND MARKERS
ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY.
O) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2
REQUIREMENTS.
1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL
REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS
10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY.
AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT,
N) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK
TRAFFIC CONTROL DEVICES
ENGINEER.
(W8-1) 100 FT IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE
M) INSTALL BLACK ON ORANGE ''DIP'' SIGNS (W8-2) AND/OR "BUMP" SIGNS User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550181\Traffic\TrafficControl\TCP\Macon_550181_TC_TMP_01B(TOP).dgn5/15/2019

DEPARTE
N

O
F ANSPORTA TIONTAE
OF NORT
H
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NA

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

SHEET NO.PROJ. REFERENCE NO.

APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDPROFESSIONALENGINEER
N ORTH CARO
LINA
SEAL
35018 YRRET .L YMMIJ
PHASING
PHASING
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550181\Traffic\TrafficControl\TCP\Macon_550181_TC_TMP_02(PHASING).dgn5/15/2019

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

17BP.14.R.207
SHEET NO.PROJ. REFERENCE NO.
TMP-2
APPROVED:
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Bridge #550181
Macon County
REMOVE ALL TRAFFIC CONTROL DEVICES.
(SEE PMP-1 AND NCDOT RDWY. STD. 1101.02, SHT 1 OF 14).
MARKINGS AS SHOWN ON THE PAVEMENT MARKING PLANS.
USING TEMPORARY LANE CLOSURES AND FLAGGERS AS NEEDED INSTALL THE FINAL PAVEMENT
STEP 2:
-L- STA 13+28.80 (END BRIDGE) TO 15+10
-L- STA 11+50 TO 12+71.20 (BEGIN BRIDGE)
USING LANE CLOSURES AND FLAGGERS AS NEEDED PLACE THE FINAL LAYER OF SURFACE COURSE:
DEACTIVATE THE TEMPORARY TRAFFIC SIGNALS, REMOVE ALL SIGNAGE, AND PLACE THE TRAFFIC IN ITS ORIGINAL PATTERN.

STEP 1:

PHASE III
REMOVE THE TEMPORARY GUARDRAIL. (SEE TMP-4 AND STRUCTURE PLANS)
-L- 13+28.80 (END BRIDGE) TO 15+10 (SEE TMP-4).
-L- STA. 11+50 TO 12+71.20(BEGIN BRIDGE)
CONSTRUCT THE FOLLOWING UP TO BUT NOT INCLUDING THE FINAL LAYER OF SURFACE COURSE:
TO 13+28.80 INCLUDING THE BITUMINIOUS CONCRETE OVERLAY.
CONSTRUCT THE SECOND SECTION OF THE PROPOSED STRUCTURE FROM -L- STA. 12+71.20

REMOVE THE REMAINING SECTION OF THE EXISTING BRIDGE. (SEE TMP-4 AND STRUCTURE PLANS).
SHIFT TRAFFIC IN A ONE-LANE TWO-WAY PATTERN ONTO THE NEW BRIDGE.
STEP 2:
(SEE TMP- 4 AND RDWY. STD. 1101.02, SHT 1 OF 14).
REVISE SIGNAGE AS NECESSARY TO SHIFT ALL TRAFFIC TO THE BRIDGE CONSTRUCTED IN PHASE 1.
STEP 1:
PHASE II:
SEE TMP-3 AND STRUCTURE PLANS).
(INSTALL ANCHOR SECTION JUST PRIOR TO OPENING TO TRAFFIC)
INSTALL TEMPORARY GUARDRAIL ONTO THE PROPOSED BRIDGE.
-L- 13+28.80(END BRIDGE) TO 15+10. (SEE TMP-3)
-L- STA. 11+50 TO 12+71.20 (BEGIN BRIDGE)
CONSTRUCT THE FOLLOWING UP TO BUT NOT INCLUDING THE FINAL LAYER OF SURFACE COURSE:
TO 13+28+80, INCLUDING THE BITUMINIOUS CONCRETE OVERLAY. (SEE TMP-3)
CONSTRUCT THE FIRST SECTION OF THE PROPOSED STRUCTURE FROM -L- STA. 12+71.20

(SEE TMP-3 AND STRUCTURE PLANS).
PLACE TEMPORARY SHORING AS NEEDED AND REMOVE A SECTION OF THE EXISTING BRIDGE.
(SEE TMP-3 AND STRUCTURE PLANS).
PATTERN INSTALL TEMPORARY GUARDRAIL ONTO THE EXISTING BRIDGE.
AFTER ACTIVATING THE TEMPORARY TRAFFIC SIGNAL AND OPENING TRAFFIC IN A ONE-LANE TWO-WAY
STEP 3:
(SEE TMP- 3 AND RDWY. STD. 1101.02, SHT 1 OF 14).
AND INSTALL THE APPROPRIATE SIGNAGE.
USING TEMPORARY LANE CLOSURES AND FLAGGERS, AS NEEDED, INSTALL PORTABLE TRAFFIC SIGNALS,
STEP 2:
PLACE ALL ADVANCED WORK WARNING SIGNS IN ACCORDANCE TO NCDOT RDWY. STD. 1101.01, SHT. 3 OF 3.

STEP 1:
PHASE I:
NOTE: UNLESS OTHERWISE STATED ACCESS TO LOCAL DRIVES MUST BE MAINTAINED AT ALL TIMES.PROFESSION
A
LE
NG INEER
N ORTH CARO
LINA
SEAL
35018 YRRET .L YMMIJ
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550181\Traffic\TrafficControl\TCP\Macon_550181_TC_TMP_03(PHASE1).dgn5/15/2019

DEPARTE
N

O
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OF NORT
H
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NA

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

SHEET NO.PROJ. REFERENCE NO.
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE DRUM
200'200'200'
E
M
P
T
30'
SR 1369
INSET A
48'' X 48''
AHEAD
ROAD
W20-1
WORK
24'' X 36''
R10-6
STOP
RED
HERE ON
48'' X 48''
W3-3
48'' X 48''
AHEAD
ROAD
ONE LANE
W20-4
S R 1 3 6 9
TELLICO RD
TELLICO CREEK
100'30'
50' TAPER
50' BUFFER
INSET A
E
MP
T
100'
50' TA PER
50' BUFFER
E
MP
T
30'
INSET A
PHASE I

PHASE 1, STEP 3
SECTION
BRIDGE
REMOVE
TEMP. GUARDRAILTL-2(TEMP.)
SR 1369
-L- STA 12+71.20
BEGIN BRIDGE
END BRIDGE
-L- STA 13+28.80
-L- STA 11+50
-L- STA 15+10

TEMP. GUARDRAIL
DRUMS (10'SPACING)
W/ SIGN R11-2
TYPE III BARRICADE
W/ SIGN R11-2
TYPE III BARRICADE
11' MIN. CLEAR ROADWAY
-L-CL
5'±
11' MIN. CLEAR ROADWAY
SECTION A1 - A1 -L- STA 13+00±
15' (PHASE 1 CONSTRUCTION) 14'-6"
(RSD 862.03 SHT. 7 OF 7)
TEMP. GUARDRAIL
(RSD 862.03 SHT. 7 OF 7)
TEMP. GUARDRAIL
(MIN. 1 1/2")
SURFACE
ASPHALT WEARING
A1
A1
TMP-3Bridge #550181
Macon County
10+0015+0017BP.14.R.207
PHASE 1, STEP 3
STRUCTURE TO BE REMOVED
CONE
SHOP CURVED
TEMP. GUARDRAIL,
AT-1(TEMP.)
TO TRAFFIC SHIFT
TO BE PLACED PRIOR
TL-2(TEMP.)TO TRAFFIC SHIFT
TO BE PLACED PRIOR
TL-2(TEMP.)
(10'SPACING)
DRUMS
AS DIRECTED BY THE ENGINEER
PLACE TEMPORARY SHORING
PROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
35018 YRRET .L YMMIJ
User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550181\Traffic\TrafficControl\TCP\Macon_550181_TC_TMP_04(PHASE2).dgn5/15/2019

DEPARTE
N

O
F ANSPORTA TIONTAE
OF N T
H
ROL
NA

WORK
Z
ONE TRAFFIC
CONTROLDIVISIHW
A
YS
T
S CAI
M
TTR
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PHASE II
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
ORON OF
HI
GSHEET NO.PROJ. REFERENCE NO.
APPROVED:
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE DRUM
200'200'200'
E
M
P
T
30'
SR 1369
INSET A
48'' X 48''
AHEAD
ROAD
W20-1
WORK
24'' X 36''
R10-6
STOP
RED
HERE ON
48'' X 48''
W3-3
48'' X 48''
AHEAD
ROAD
ONE LANE
W20-4
S R 1 3 6 9
TELLICO RD
TELLICO CREEK
100'30'
50' TAPER
50' BUFFER
INSET A
E
MP
T
100'
50' TA PER
50' BUFFER
E
MP
T
30'
INSET A
-L- STA 12+71.20
BEGIN BRIDGE
END BRIDGE
-L- STA 13+28.80
-L- STA 11+50
-L- STA 15+10
DRUMS (10'SPACING)
W/ SIGN R11-2
TYPE III BARRICADE
W/ SIGN R11-2
TYPE III BARRICADE
SECTION A2 - A2 -L- STA 13+00±
(10'SPACING)
DRUMS
A2
A2
TMP-4
11' MIN. CLEAR ROADWAY
-L-CL
(PHASE 2 CONSTRUCTION)
12'
15'
(RSD 862.03 SHT. 7 OF 7)
TEMP. GUARDRAIL
(MIN. 1 1/2")
SURFACE
ASPHALT WEARING
TO BE REMOVED
STRUCTURE
Bridge #550181
Macon County
15+0010+00BE REMOVED
STRUCTURE TO
17BP.14.R.207
CONE
PROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
35018 YRRET .L YMMIJ
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550181\Traffic\TrafficControl\TCP\Macon_550181_TC_TMP_05(PHASE3).dgn5/15/2019

DEPARTE
N
OF ANSPORT ATIONTAE
OF NORT
H
ROL
NA

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

17BP.14.R.207
SHEET NO.PROJ. REFERENCE NO.
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PHASE III
TMP-5Bridge #550181
Macon County
10+0015+00UT TO TELLICO CREEK (SA)S R 13 69
TELLICO RD
TELLICO CREEK
-L- STA 11+50
-L- STA 12+71.20
BEGIN BRIDGE
-L- STA 13+28.80
END BRIDGE
-L- STA 15+10
PROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
35018 YRRET .L YMMIJ
INDEX

ROADWAY STANDARD DRAWING
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" -
CONSIDERED A PART OF THESE PLANS:
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,5/15/2019X:\NCDOT\Division 14 - 2017\Macon 550181\Traffic\Signing\Pavement Markings\Macon 550181_Sgn_PMP_01.dgnGENERAL NOTES
STD. NO.TITLE
SHEET NO.DESCRIPTION
SHEET NO.
SEAL
DATE:
APPROVED:
PMP-1
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAVEMENT MARKING PLAN
SCHEDULE SHEET
PMP-1 PAVEMENT MARKING PLAN TITLE AND
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1262.01 GUARDRAIL END DELINEATION
1205.02 PAVEMENT MARKINGS - TWO-LANE AND MULTILANE ROADWAYS
1205.12 PAVEMENT MARKINGS - BRIDGES
1261.01 GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING
1261.02 GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
PMP-2 PAVEMENT MARKING DETAIL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDPROFESSIONALENGINEERNORTHCAROLINA
SEAL
35018 YRRET .L YMMIJ17BP.14.R.207
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
PROJECT.: 17BP.14.R.207PROJECT NO.
FINAL PAVEMENT MARKING SCHEDULE
DEPARTMEN
T
O
F TRA N SPORTATIONSTATEOFNORT
H
CAR
O
LI
NAPLAN PREPARED FOR N.C.D.O.T. BY:
PROJECT ENGINEER
DESIGN TECHNICIAN
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS JIMMY TERRY, PE
SANDRA MELVIN
MACON COUNTY
User:smelvinLOCATION: BRIDGE #550181 OVER TELLICO CREEK ON SR 1369 (TELLICO RD)
PI YELLOW DOUBLE CENTER
PA WHITE EDGELINE
PAINT (4")
PAVEMENT MARKINGS
SYMBOL DESCRIPTION

TIME OF THE FIRST.
SURFACE. PLACE THE SECOND APPLICATION OF PAINT UPON SUFFICIENT DRYING
B) PLACE TWO APPLICATIONS OF PAINT PAVEMENT MARKINGS ON THE FINAL WEARING

SR 1369 TELLICO RD PAINT NONE
ROAD NAME MARKING MARKER
A) INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE AS FOLLOWS:

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
User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550181\Traffic\Signing\Pavement Markings\Macon 550181_Sgn_PMP_02.dgn5/15/2019SHEET NO.
SEAL
DATE:
APPROVED:
PAVEMENT MARKING DETAIL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDPROFESSIONALENGINEERNORTHCAROLINA
SEAL
35018 YRRET .L YMMIJ
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
SEE SHEET PMP-1 FOR FINAL PAVEMENT MARKING SCHEDULE
PMP-2
PROJECT NO.
17BP.14.R.207Bridge #550181
Macon County
TELLICO RD
SR 1369
TELLICO CREEK 15+0010+0010'
10'10'
10'
PIPA
PA
8.7'
7.9'
7.1'7.5'+00+60-L- STA 11+50
PI
-L- STA 12+71.20
-L- STA 15+10
-L- STA 13+28.80
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
5/27/2019X:\NCDOT\Division 14 - 2017\Macon 550181\Drainage\Erosion Control\Macon 550181_EC_dsn_TSH.dgnUser:jterry0

PLAN FOR PROPOSED
HIGHWAY EROSION CONTROL
EROSION AND SEDIMENT CONTROL MEASURES
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
Stilling Basin
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Type A
Type B
Type C
A
B
C
Temporary Silt Fence
TSD
Std. #Description Symbol

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

The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
Rock Pipe Inlet Sediment Trap Type A
EC-1
1606.01 Special Sediment Control Fence
1634.01
1634.02
1635.01
1605.01
1630.01
Temporary Berms and Slope Drains
1606.01
1622.01
Special Sediment Control Fence
Riser Basin
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 Stilling Basin
1630.03 Temporary Silt Ditch
1630.02 Silt Basin Type B
1630.06 Special Stilling Basin
1631.01 Matting Installation
1632.02
1632.01
Rock Inlet Sediment Trap Type B
Rock Inlet Sediment Trap Type A
1632.03 Rock Inlet Sediment Trap Type C
1633.01
1633.02 Temporary Rock Silt Check Type B
Temporary Rock Silt Check Type A
1640.01
1645.01 Temporary Stream Crossing
EW
CFW
ROADSIDE ENVIRONMENTAL UNIT
Raleigh, NC 27611
1 South Wilmington St.
Prepared in the Office of:
NAME LEVEL III CERTIFICATION NO.
Reviewed by:
Reviewed in the Office of:
Designed by:
TGS ENGINEERS
VICINITY MAP
3015
CONTRACT:PROJECT:Andrew H. Cochrane, PE
SHELBY, NC 28150
804-C N. LAFAYETTE ST.
2018 STANDARD SPECIFICATIONS 2018 STANDARD SPECIFICATIONS
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
Coir Fiber Baffle
R/W & UTIL.
N/A
N/A
N/A CONST.
PE
Reid Whitehead, PE, CPESC TO SR 1310
TO NC 28
-L- STA. 15+10.00
17BP.14.R.207
END PROJECT-L- STA. 11+50.00
17BP.14.R.207
BEGIN PROJECT
-L- STA. 13+28.80
END BRIDGE
-L- STA. 12+71.20
BEGIN BRIDGE
SR 1369 -L-TELLICO RD
CREEK
TELLICO
TELLICO CREEK UT TO 25 5017BP.14.R.207N
A
D 83/ 2011
MACON COUNTY
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
ON SR 1369 (TELLICO ROAD)
LOCATION: BRIDGE NO. 550181 OVER TELLICO CREEK
17BP.14.R.207
17BP.14.R.207
17BP.14.R.207
17BP.14.R.207
DIVISION OF WATER RESOURCES.
OF ENVIRONMENTAL QUALITY
THE NORTH CAROLINA DEPARTMENT
APRIL 1, 2019 AND ISSUED BY
CONSTRUCTION PERMIT EFFECTIVE
BY THE NCG-010000 GENERAL
THE REGULATIONS SET FORTH
CONTROL PLANS COMPLY WITH
THESE EROSION AND SEDIMENT
(28
Needmore
Brush
VICINITY MAP
M ACON COUNTY
SW AIN COUNTY
28
LOCATION
PROJECT
Tellico
Little
Tennessee
Ri
ver
CreekRinehartCreek
SugarCoveCreek
Tellico
1474
1445
1372
1372
1372
1459
1371
1370
1370
1369
1369
13691369
1369
1369
1366
1368
1367
28
1455
13621473
1363
1364
1364
1114
11141113
1133
1133
1131 1132
Creek
Rattlesnake
17BP.14.R.207See Sheet 1A For Index of Sheets
PROJECT:FINAL PLANS SUBMITTAL
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
TEMPORARY ROCK SILT CHECK TYPE 'A' WITH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.14.R.207 EC-2
NATURAL GROUND
NATURAL GROUND
FLOW
2'(MAX.)
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
EDGE OF PAVEMENT
ISOMETRIC VIEW
PAVEMENT
SHLD.
SLOPE
BACK
SLOPEDITCH
STAKE
2' UPSLOPE
MATTING
STAKE
2' DOWNSLOPE
STAKE
2' UPSLOPE
MATTING
STAKE
2' DOWNSLOPE
TOP VIEW
6'(MIN.)
12"(MIN.)
EXCELSIOR WATTLE
STAKE
UPSLOPE
STAKE
DOWNSLOPE
MATTING
MATTING
See Inset B
INSET B
STAPLES
VAR.
2'(MIN.)
2 IN.
See Inset A
INSET A
STAKES
WATTLE DETAIL
STANDARD SPECIFICATIONS.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
CROSS SECTION.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
NOTES:

FLOW
A A
WIDTH
PLAN
SECTION A-A
SECTION B-B
B
B
2/3 CHANNEL
STRUCTURAL STONE
SEDIMENT CONTROL STONE
12"
MATTING
EXCELSIOR
MATTING
EXCELSIOR
CLASS B STONE
PAM
INSET A
See Inset A
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
MATTING
EXCELSIOR
CLASS B STONE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
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:
EC-2A17BP.14.R.207

SHEET NO.PROJECT REFERENCE NO.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
17BP.14.R.207
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
PI Sta 11+41.53
D
L = 97.20'
T = 49.06'
R = 290.00'
PI Sta 12+32.69
D
L = 84.06'
T = 43.02'
R = 160.00'
PI Sta 13+93.04
D
L = 105.86'
T = 53.48'
R = 300.00'
7.1'7.5'0500420420417.9'8.7'020100010203040403030304020301000201-L- POT 10+00.00
-L- PC 10+92.47
-L- PCC 11+89.67
-L- POT 16+30.98
-L- PT 14+45.41
-L- PC 13+39.55
-L- PT 12+73.73
-L- CURVE DATA
DS = 25 MPH DS = 20 MPH
SE = 0.03
DS = 30 MPH
-L- STA 11+50.00
17BP.14.R.207
BEGIN PROJECT
-L- STA 15+10.00
17BP.14.R.207
END PROJECT10+0015+0010'10'50' TAPER
TO EXIST.+6015'
TYP
+85TO EXIST.50' TAPER +0015'TYP +8010'10'03TYPE-III
GREU TL-2
-L- STA. 14+21.38
END FDPS
TYPE-III
GREU TL-2
GREU TL-2
-L- STA. 11+98.52
BEGIN FDPS
-L- STA. 11+58.25
BEGIN FDPS
(R=100')
CURVE
SHOP
TYPE-III
SE = -0.03
-L- STA. 13+35.24
END FDPS
10'R
15'R
13'R
-L- STA 12+71.20
BEGIN BRIDGE
-L- STA 13+28.80
END BRIDGE
AT-1
-L- STA. 13+68.29
CONC. CURB
END 8" x 18"
8:1
8:1
SE = NC
CURVE (R=10')
B-83 SHOP
DRIVE
PROP. 12' ASPHALT
(BY OWNER)
FENCE
RELOCATE
FENCE (IF DISTURBED)
REPLACE GATE AND
CONTRACTOR TO
DRIVE
PROP. 16' SOIL
10'R
B1
B1 =
C
F
C
F
F
C
F
F
F
C
F
F
F
FCC
C
C
CC
FF
T
E X IST . R /W (MA INT A INED )
E X IST . R /W (MA INT A INED )
EXIST. R/W (MAINTAINED)EXIST. R/W (MAINTAINED)16.00'16.00'28.00'15" CMP
SR 1369 TELLICO ROAD
SR 1369 TELLICO R O A D
15' G R A V E L
16' GRAVEL
GRAVE
L
MTL
5' CHL 5' CHL
MTL
3S B WS
S
#141 2
FRONTIER#141 3
FRONTIER
TELLICO CREEK
TELLICO CREEK
FRANKLIN, NC 28734
310 NP&L LOOP
DUKE ENERGY
FRANKLIN, NC 28734
135 E. MAIN ST.
FRONTIER COMMUNICATIONS
TO SR 1310TO NC 28
CAROL A. FULLER
WOODS
WOODS
CAROL A. FULLER
WOODS
NANCY B. GROVE, CO-TRUSTEES
C/O WILLIAM E. GROVE III
DATED MARCH 1, 2007
THE GROVE FAMILY TRUST
WOODS
WOODS
EIP
NANCY B. GROVE, CO-TRUSTEES
C/O WILLIAM E. GROVE III
DATED MARCH 1, 2007
THE GROVE FAMILY TRUST
3S BW
EIP
CREEK (SB)UT TO TELLICO
UT TO TELLICO CREEK (SA)
UT TO TELLICO CREEK (SC)23002300231023102310231023102310231023202320232023202320232023202320232023202330233023302330233023302330233023302330
2330233023302330 234023402340234023402340234023402340234023402340234023402340234023402350235023502350
235023502350
2350235023502350235023502350235023502350235023502 3 5 0 236023602360236023602360236023602360236023602360236023602360236023 6 0 23602360 2360236023702370
2370237023702370
23702370237023702370237023702370237023702370237023702370237023702370237023802380
23802380
238023802380
23802380238023802380 23802380238023802380238023802380238023802380238023902390
2390
2390
2390239023902390
2390239023902390
239023902390239023902390239023902390239023902390239024002400240024002400240024002400240024002400240024002400
2400
24
00
2400
2400240024002400
24002 4 0 0
2400
2400
2400 241024102410241024102410241024102410241024102410
2410
2410
2410
2410
2410241024102410
241024102410
2410 2420242024202420242024202420242024202420
2420 24202 4 2 0 24202420242024202420
2420
2420
2420
2420
2430243024302430243024302430
2430
2430
2430
2430
24302430243024302430243024302430
244024402440244024402440
2440 24402 4 4 0 24402440244024402440
2440
2440 24402440
24502450
2450
2450
2450
2450245024502450245024502450 2450245024502450245024602460246024602460 246024602460246024602460
2460
2460
2470247024702470 24702470247024702470
2470
2480 24802480248024802480
2
480248024802 4 8 0
24902490249024902490
2 4 9 0 249024902490
250025002500250025002500251025102510
2510251025202520253015"0401
1 TONS, 5 SY GEO
CLASS B RIP RAP
0402
SEE DETAIL A
STANDARD BASE DITCH
TB 2GI-D
(24" THICK, KEYED-IN)
& LINE W/ CLASS II RIPRAP
CUT SLOPE BACK AT 1.5(H):1(V)
REMOVE EXISTING ABUTMENT,
GRADE TO DRAIN
(TYP.)
EXCAVATION
PROPOSED
SEE DETAIL B
SPECIAL CUT DITCH
( Not to Scale)
PIPE OUTLET STABILIZATION
Ground
Natural
Ground
Natural
EXI
STI
NG BANKEXISTING BANK
d
d=1.5 Ft.
Length=6 Ft.
KEYED-IN (TYP.)
CLASS B RIP-RAP
DETAIL D
-L- STA 12+21 RT
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
-L- STA 11+50 TO 12+00 LT
DETAIL B
Min. D=1 Ft.
Ground
Natural Slope
Ditch
Front
4 TONS CLASS B
SEE DETAIL D
PIPE OUTLET STABILIZATION
0403
15" CMP
REMOVE
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-L- STA. 12+50 TO STA. 13+15 LT
DETAIL A
B=3 Ft.
Max. d=1.5 Ft.
Min. D=1.5 Ft.
Ground
Natural
Ground
Natural
Geotextile
Est. DDE = 30 SY
Geotextile = 85 SY
Type of Liner= 70 Tons, Class I Rip-Rap
01
01
02
35.00'
+45.41
35.00'
+15.00
02
30.00'
+15.00
46.00'
+73.00
30.00'
+73.73
30.00'
+89.67
30.00'
+45.00
30.00'
+28.00
35.10'
+48.38
51.00'
+06.00
30.00'
+24.00
30.00'
+45.41
35.00'
+73.73
35.00'
+05.00
49.00'
+18.00
35.00'
+39.55
35.00'
+60.00
45.00'
+45.00
30.00'
+39.55
EX. R/W
+15.00
EX. R/W
+15.00
EX. R/W
+45.00
EX. R/W
+45.00
38.00'
+00.00
35.00'
+45.00
35.00'
+89.67
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
EC-4/CONST.4
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
CONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBINGNOTE:
STILLING BASIN WHERE APPLICABLE.
UTILIZE SPECIAL STILLING BASIN(S) AS
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
DRAINAGE OUTLETS.
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
BY REMOVAL OF END BENTS.
RAP, BUT WILL BE EXPOSED
WILL NOT BE PLATED IN CLASS II RIP
STREAMBANK AT LOCATIONS WHICH
PLACE COIR FIBER MATTING ALONG THE
Bridge #550181
Macon County
N
A
D 83/ 2011
17BP.14.R.207
DIKE
IMPERVIOUS
PI Sta 11+41.53
D
L = 97.20'
T = 49.06'
R = 290.00'
PI Sta 12+32.69
D
L = 84.06'
T = 43.02'
R = 160.00'
PI Sta 13+93.04
D
L = 105.86'
T = 53.48'
R = 300.00'
7.1'7.5'0500420420417.9'8.7'020100010203040403030304020301000201-L- POT 10+00.00
-L- PC 10+92.47
-L- PCC 11+89.67
-L- POT 16+30.98
-L- PT 14+45.41
-L- PC 13+39.55
-L- PT 12+73.73
-L- CURVE DATA
DS = 25 MPH DS = 20 MPH
SE = 0.03
DS = 30 MPH
-L- STA 11+50.00
17BP.14.R.207
BEGIN PROJECT
-L- STA 15+10.00
17BP.14.R.207
END PROJECT10+0015+0010'10'50' TAPER
TO EXIST.+6015'
TYP
+85TO EXIST.50' TAPER +0015'TYP +8010'10'03TYPE-III
GREU TL-2
-L- STA. 14+21.38
END FDPS
TYPE-III
GREU TL-2
GREU TL-2
-L- STA. 11+98.52
BEGIN FDPS
-L- STA. 11+58.25
BEGIN FDPS
(R=100')
CURVE
SHOP
TYPE-III
SE = -0.03
-L- STA. 13+35.24
END FDPS
10'R
15'R
13'R
-L- STA 12+71.20
BEGIN BRIDGE
-L- STA 13+28.80
END BRIDGE
AT-1
-L- STA. 13+68.29
CONC. CURB
END 8" x 18"
8:1
8:1
SE = NC
CURVE (R=10')
B-83 SHOP
DRIVE
PROP. 12' ASPHALT
(BY OWNER)
FENCE
RELOCATE
FENCE (IF DISTURBED)
REPLACE GATE AND
CONTRACTOR TO
DRIVE
PROP. 16' SOIL
10'R
B1
B1 =
C
F
C
F
F
C
F
F
F
C
F
F
F
FCC
C
C
CC
FF
T
E X IST . R /W (MA INT A INED )
E X IST . R /W (MA INT A INED )
EXIST. R/W (MAINTAINED)EXIST. R/W (MAINTAINED)16.00'16.00'28.00'15" CMP
SR 1369 TELLICO ROAD
SR 1369 TELLICO R O A D
15' G R A V E L
16' GRAVEL
GRAVE
L
MTL
5' CHL 5' CHL
MTL
3S B WS
S
#141 2
FRONTIER#141 3
FRONTIER
TELLICO CREEK
TELLICO CREEK
FRANKLIN, NC 28734
310 NP&L LOOP
DUKE ENERGY
FRANKLIN, NC 28734
135 E. MAIN ST.
FRONTIER COMMUNICATIONS
TO SR 1310TO NC 28
CAROL A. FULLER
WOODS
WOODS
CAROL A. FULLER
WOODS
NANCY B. GROVE, CO-TRUSTEES
C/O WILLIAM E. GROVE III
DATED MARCH 1, 2007
THE GROVE FAMILY TRUST
WOODS
WOODS
EIP
NANCY B. GROVE, CO-TRUSTEES
C/O WILLIAM E. GROVE III
DATED MARCH 1, 2007
THE GROVE FAMILY TRUST
3S BW
EIP
CREEK (SB)UT TO TELLICO
UT TO TELLICO CREEK (SA)
UT TO TELLICO CREEK (SC)15"0401
1 TONS, 5 SY GEO
CLASS B RIP RAP
0402
SEE DETAIL A
STANDARD BASE DITCH
TB 2GI-D
(24" THICK, KEYED-IN)
& LINE W/ CLASS II RIPRAP
CUT SLOPE BACK AT 1.5(H):1(V)
REMOVE EXISTING ABUTMENT,
GRADE TO DRAIN
(TYP.)
EXCAVATION
PROPOSED
SEE DETAIL B
SPECIAL CUT DITCH
( Not to Scale)
PIPE OUTLET STABILIZATION
Ground
Natural
Ground
Natural
EXI
STI
NG BANKEXISTING BANK
d
d=1.5 Ft.
Length=6 Ft.
KEYED-IN (TYP.)
CLASS B RIP-RAP
DETAIL D
-L- STA 12+21 RT
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
-L- STA 11+50 TO 12+00 LT
DETAIL B
Min. D=1 Ft.
Ground
Natural Slope
Ditch
Front
4 TONS CLASS B
SEE DETAIL D
PIPE OUTLET STABILIZATION
0403
15" CMP
REMOVE
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-L- STA. 12+50 TO STA. 13+15 LT
DETAIL A
B=3 Ft.
Max. d=1.5 Ft.
Min. D=1.5 Ft.
Ground
Natural
Ground
Natural
Geotextile
Est. DDE = 30 SY
Geotextile = 85 SY
Type of Liner= 70 Tons, Class I Rip-Rap
01
01
02
35.00'
+45.41
35.00'
+15.00
02
30.00'
+15.00
46.00'
+73.00
30.00'
+73.73
30.00'
+89.67
30.00'
+45.00
30.00'
+28.00
35.10'
+48.38
51.00'
+06.00
30.00'
+24.00
30.00'
+45.41
35.00'
+73.73
35.00'
+05.00
49.00'
+18.00
35.00'
+39.55
35.00'
+60.00
45.00'
+45.00
30.00'
+39.55
EX. R/W
+15.00
EX. R/W
+15.00
EX. R/W
+45.00
EX. R/W
+45.00
38.00'
+00.00
35.00'
+45.00
35.00'
+89.67
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
EC-4/CONST.4
NOTE:
STILLING BASIN WHERE APPLICABLE.
UTILIZE SPECIAL STILLING BASIN(S) AS
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
BY REMOVAL OF END BENTS.
RAP, BUT WILL BE EXPOSED
WILL NOT BE PLATED IN CLASS II RIP
STREAMBANK AT LOCATIONS WHICH
PLACE COIR FIBER MATTING ALONG THE
Bridge #550181
Macon County
N
A
D 83/ 2011
17BP.14.R.207 EC-5/CONST.4

EST. 70 SY
-L- STA 12+00 TO 12+50 LT
PROPOSED DITCH LINE
INSTALL MATTING IN THE
C
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
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
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
RIVER BIRCH
GREEN ASH
SYCAMORE
TULIP POPLAR
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
RF-1N.C.17BP.14.R.207
UO-2
N
A
D 83/ 2011
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS 09/08/9903-MAY-2019 08:16C:\Users\NCDOTuser1\Desktop\17BP.14.R.207\Utilities\Engineering\UBO\Proj\290_001_17BP.14.R.207_ut_tsh_UO01_psh.dgn$$$$USERNAME$$$$

INDEX OF SHEETS

SHEET NO.
17BP.14.R.207 UO-1STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
T.I.P. NO.
ON SR 1369 (TELLICO RD)
LOCATION: BRIDGE #550181 OVER TELLICO CREEK
TYPE OF WORK: TELEPHONE RELOCATION
MACON COUNTY
UTILITIES BY OTHERS PLANS
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
50 50
50 50
2010510
25 100
25 100

XX
DEPART
ME
NT
OF TRANSPORTATION STATE OF NORTH CARO
LI
NABRIAN BURCH
BOB GOLDING
VACANT
BILL GREEN
UTILITIES REGIONAL ENGINEER
UTILITIES ENGINEER
UTILITIES COORDINATOR

STEVE MODE
JAMES MELTON

UTILITY OWNERS WITH CONFLICTS
FAX [phone]
PHONE [phone]
RALEIGH NC 27699-1555
1555 MAIL SERVICES CENTER
DIVISION OF HIGHWAYS
UTILITIES UNIT
PREPARED IN THE OFFICE OF:
(A) COMMUNICATIONS - FRONTIER COMMUNICATIONS

UBO PLAN SHEET
TITLE SHEET
DESCRIPTION:
UO-2
UO-1
SHEET NO.:
UTILITY PROJECT MANAGER
PROJECT UTILITY COORDINATORTIP PROJECT: 17BP.14.R.207UTILITIES AREA COORDINATOR
SHOWN ON THIS SHEET.
THE CONTRACTOR FOR UTILITY WORK
NO PAYMENT WILL BE MADE TO
SHEET WILL BE DONE BY OTHERS.
ALL UTILITY WORK SHOWN ON THIS
NOTE:(28
Needmore
Brush
4
TO SR 1310
TO NC 28
-L- STA. 15+10.00
17BP.14.R.207
END PROJECT-L- STA. 11+50.00
17BP.14.R.207
BEGIN PROJECT
-L- STA. 13+28.80
END BRIDGE
VICINITY MAP
M ACON COUNTY
SW AIN COUNTY
28
Tellico
1474
1445
1372
1372
1372
1459
1371
1370
1370
1369
1369
13691369
1369
1369
1366
1368
1367
28
1455
13621473
1363
1364
1364
1114
11141113
1133
1133
1131 1132
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
BRIDGE #550181 OVER TELLICO CREEK

GRADING, DRAINAGE, PAVING, AND STRUCTURE

DESIGN DATA17BP.14.R.207See Sheet 1A For Index of Sheets
PROJECT:TOTAL LENGTH PROJECT 17BP.14.R.207 #550181
LENGTH STRUCTURE PROJECT 17BP.14.R.207 #550181
LENGTH ROADWAY PROJECT 17BP.14.R.207 #550181 15+0010+00-L- STA. 12+71.20
BEGIN BRIDGE
SR 1369 -L-TELLICO RD
CREEK
TELLICO
TELLICO CREEK UT TO RIGHT OF WAY PLANS SUBMITTALE X IST . R /W (MA INT A INED )
E X IST. R /W (MA INTA INED )
EXIST. R/W (MAINTAINED)EXIST. R/W (MAINTAINED)
15" CMP
MTLMTL
S
S
CL1
D1 D4
CL2
D3D2
PHONE [phone]
LINCOLNTON, NC 28092
849 SOUTH LAUREL ST
TELICS
LOCATION
PROJECT
Tellico Creek
CreekRattlesnake
SugarCoveCreekCreekRinehart
Little
River
Tennessee
DRIVE
PROP. 12' ASPHALT
(BY OWNER)
FENCE
RELOCATE
FENCE (IF DISTURBED)
REPLACE GATE AND
CONTRACTOR TO
DRIVE
PROP. 16' SOIL
ABANDONED
UG FRONTIER
CONSTRUCTION IS COMPLETE.
RELOCATE CABLE AFTER BRIDGE
FRONTIER TO PERMANENTLY
DURING CONSTRUCTION.
LAID OUT ON THE GROUND
FRONTIER CABLE TEMPORARILY
REMOVED
POLES
FRONTIER
TO REMAIN
FRONTIER PED
FRONTIER PED
TO REMAIN
UG FRONTIER
ABANDONED
UG FRONTIER
DOWNGUY
POLE &
FRONTIER
PERMANENT
DOWNGUY
POLE &
FRONTIER
PERMANENT
AERIAL FRONTIER
PERMANENT
UG FRONTIER
PERMANENT
UG FRONTIER
PERMANENT
03-MAY-2019 12:53C:\Users\NCDOTuser1\Desktop\17BP.14.R.207\Utilities\Engineering\UBO\Proj\290_003_17BP.14.R.207_ut_rdy4_UO02_psh.dgn$$$$USERNAME$$$$5/14/99SHEET NO.PROJECT REFERENCE NO.
N
A
D 83/ 2011
TYPE-III
PI Sta 13+93.04
-L- POT 10+00.00
-L- PC 10+92.47
-L- PCC 11+89.67
-L- POT 16+30.98
-L- PT 14+45.41
-L- PC 13+39.55
-L- PT 12+73.73
-L- STA 11+50.00
17BP.14.R.207
BEGIN PROJECT
-L- STA 15+10.00
17BP.14.R.207
END PROJECT10+0015+00TYPE-III
GREU TL-2TYPE-III
GREU TL-2
GREU TL-2
(R=100')
CURVE
SHOP
TYPE-III
-L- STA 12+71.20
BEGIN BRIDGE
-L- STA 13+28.80
END BRIDGE
AT-1
CURVE (R=10')
B-83 SHOP
TYPE-III
01
01
02
35.00'
+45.41
35.00'
+15.00
02
30.00'
+15.00
30.00'
+73.73
30.00'
+89.67
30.00'
+45.00
30.00'
+45.41
35.00'
+45.00
35.00'
+89.67
35.00'
+73.73
35.00'
+39.55
30.00'
+39.55
EX. R/W
+15.00
EX. R/W
+15.00
EX. R/W
+45.00
EX. R/W
+45.00 15"1 TONS, 5 SY GEO
CLASS B RIP RAP
TB 2GI-D
(24" THICK, KEYED-IN)
& LINE W/ CLASS II RIPRAP
CUT SLOPE BACK AT 1.5(H):1(V)
REMOVE EXISTING ABUTMENT,
GRADE TO DRAIN
(TYP.)
EXCAVATION
PROPOSED
18" RCP-IV
15" CMP
REMOVE
T
E X IST. R /W (MA INTA INED )
E X IST . R /W (MA INT A INED )
EXIST. R/W (MAINTAINED)EXIST. R/W (MAINTAINED)16.00'16.00'28.00'15" CMPS 21°26'12" E108.06'
N 02°41'23" E
215.39'
9.95'
S 03°19'23" W367.01'
SR 1369 TELLICO ROAD
SR 1369 TELLICO R O A D
15' G R A V EL
16' GRAVEL
GRAVE
L
MTL
5' CHL 5' CHL
MTL
3S B WS
S
#141 2
FRONTIER#141 3
FRONTIER
TELLICO CREEK
TELLICO CREEK
FRANKLIN, NC 28734
310 NP&L LOOP
DUKE ENERGY
FRANKLIN, NC 28734
135 E. MAIN ST.
FRONTIER COMMUNICATIONS
TO SR 1310TO NC 28
CL1
D1 D4
CL2
D3D2
CAROL A. FULLER
DB P-26 PG 1166
WOODS
WOODS
CAROL A. FULLER
DB P-26 PG 1166
WOODS
NANCY B. GROVE, CO-TRUSTEES
C/O WILLIAM E. GROVE III
DATED MARCH 1, 2007
THE GROVE FAMILY TRUST
DB B-36 PG 2286
WOODS
WOODS
EIP
NANCY B. GROVE, CO-TRUSTEES
C/O WILLIAM E. GROVE III
DATED MARCH 1, 2007
THE GROVE FAMILY TRUST
DB B-36 PG 2286
3S BW
EIP
S 49°41'47" E
12.08'
S 81°24'49" E
67.38'
N 02°41'23" E
68.04'
S 03°19'23" W
61.07'
CREEK (SB)UT TO TELLICO
UT TO TELLICO CREEK (SA)
UT TO TELLICO CREEK (SC)
T
C
F
C
F
F
C
F
F
F
C
F
F
F
FCC
C
C
CC
FF
UTILITIES BY OTHERS
THIS SHEET.
FOR PROPOSED UTILITY WORK SHOWN ON
PAYMENT WILL BE MADE TO THE CONTRACTOR
SHEET WILL BE DONE BY OTHERS. NO
ALL PROPOSED UTILITY WORK SHOWN ON THIS
THIS SHEET CORRESPONDS TO RDY-
17BP.14.R.207 UO-2
4
PROJ. REFERENCE NO. SHEET NO.17BP.14.R.207 X-1ANOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUTStation Uncl. Exc. EmbtL (cu. yd.) (cu. yd.)11+50.00 0 012+00.00 40 612+15.00 15 512+50.00 8 1212+71.20 3 6Station Uncl. Exc. EmbtL (cu. yd.) (cu. yd.)13+28.80 0 013+40.00 7 313+50.00 4 614+00.00 5 4314+50.00 18 2115+00.00 28 115+10.00 2 0CROSS-SECTION SUMMARYSTATE OF NORTH CAROLINADIVISION OF HIGHWAYSApproximate quantities only. Unclassified excavation, fine grading, and clearing and grubbing will be paid for at the lump sum price for "Grading".
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11'-9"
2:12:12336.13
5/15/2019X:\NCDOT\Division 14 - 2017\Macon 550181\Roadway\XSC\550181_Rdy_xpl.dgnUser:smelvinPROJ. REFERENCE NO.SHEET NO.0
6/23/162350 2350
2340 234011+50.00
2340 2340
2350 2350
12+00.00
2340 2340
2350 2350
12+15.00
2340 2340
2350 2350
12+50.00
2330 2330
2340 2340
2350 2350
2360 2360
13+00.00
X-117BP.14.R.207
-L-
5 10
BRIDGE #550181
MACON COUNTY
BEGIN PROJECT -L- STA 11+50.00
BEGIN BRIDGE -L- STA 12+71.20
END BRIDGE -L- STA 13+28.80
2345 2345
2345
23352335
2345
2335
2345
2335
2345
2335
2345
2335
2345
2335
2345
2335
2345
23552355
2355 2355
2347.83
2344.48
0.030 0.007
2341.50
4:12:1S.S. 2345.67
S.S. 2343.13
4
:1
2343.81
0.030 0.003
S.S. 2341.982:1PROP. SOIL DRIVE
1.2%
2342.21
0.030 0.027
S.S. 2341.85
S.S. 2341.03
2340.18
4:1
2:12:12334.62
0.030 0.030
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
5'-0"5'-0"15'-0"
4'-0"5/15/2019X:\NCDOT\Division 14 - 2017\Macon 550181\Roadway\XSC\550181_Rdy_xpl.dgnUser:smelvinPROJ. REFERENCE NO.SHEET NO.0
6/23/162340 2340
2350 2350
2360 2360
2330 233013+40.00
2340 2340
2350 2350
2360 2360
2330 233013+50.00
2330 2330
2340 2340
2350 2350
14+00.00
2330 2330
14+50.00
2330 2330
15+00.00
2330 2330
2320 2320
15+50.00
X-217BP.14.R.207
-L-
5 10
2335
2345
2355 2355
2345
2335
BRIDGE #550181
MACON COUNTY
END PROJECT -L- STA 15+10.00
2335
2345
2355
2335
2345
2355
2335
2345
2335
2345
23352335
2325 2325
2325
2335
2325
2335
2325 2325
2338.93S.S. 2338.68 PROP. ASPHALT DRIVE
9%15%
0.030 0.030
18.2%
2338.30S.S. 2338.04
S.S. 2343.41
0.030 0.0302:1
2338.874:12:1
2334.82S.S. 2334.29 S.S. 2334.01
3:1 4:10.030 0.027
2331.36
0.007
S.S. 2331.08
2329.35
S.S. 2331.77
4
:12:10.030
SHOULDER
REDUCE
2328.59
0.040 0.040
S.S. 2328.09 S.S. 2328.14
SHOULDER
EXTEND
SHOULDER
REDUCE
2325.95
2,310
2,320
2,330
2,340
2,350
2,360
12+00 12+50 13+00 13+50 14+00 14+50
PI = 11+91.00
(-
)8
.1463%
VERTICAL GRADE DATA -L-
(-)3.000%
EL = 2,344.57
VC = 80'
SPAN A
(-)9
.0337%
PI = 13+54.00
(-)3.000%
VERTICAL GRADE DATA -L-
EL = 2,339.68'
VC = 40'
SECTION ALONG -L-
SECTIONS THROUGH END BENTS ARE TAKEN AT RIGHT ANGLES
STA. 13+28.80 -L-
G.P. EL. 2,342.16
FILL FACE @ END BENT 1
G.P. EL. 2,340.44
FILL FACE @ END BENT 2
FIX.
FIX.
(TYP.)
STRUCTURE EXCAVATION
(TYP.)
RIP RAP
CLASS II
(GRADE TO DRAIN)
TO EL. 2,337.0
EXCAVATE
(GRADE TO DRAIN)
TO EL. 2,336.0
EXCAVATE
(TYP.)
1
1.5
DATE: 3/7/18
APPROX. W.S. ELEV.= 2,335.0
(Q100)
EL. 2,341.5
(Q25)
EL. 2,339.7
EL. 2,342|EL. 2,341|
EL. 2,340|EL. 2,339|EL. 2,333|EL. 2,338|EL. 2,336|
EXCAVATION
STRUCTURE
UNCLASSIFIED
END BENT 2END BENT 1
1'-6" TO LIMITS OF UNCLASSIFIED
(TYP.)
PZ27 SHEET PILES
(TYP.)
HP12x53 STEEL PILES
APPROXIMATE GROUND LINE
EL. 2,343|LOW CHORD ELEVATIONS
OVERTOPPING FLOOD DATA:
HYDRAULIC DATA:
OVERTOPPING FLOOD ELEVATION
FREQUENCY OF OVERTOPPING FLOOD
OVERTOPPING DISCHARGE
*
*
EB2:
BASE HIGH WATER ELEVATION
BASE DISCHARGE (Q100)
DRAINAGE AREA
DESIGN HIGH WATER ELEVATION
FREQUENCY OF DESIGN DISCHARGE
DESIGN DISCHARGE
2341.5
1100 CFS
2.38 SQ. MI.
2339.7
25 YRS.
750 CFS
2341.0
25 YR+
820 CFS
WHICH OCCURS @ -L- STA 13+30 RT
LOWEST HIGH POINT ON DECK/ROADWAY,
OVERTOPPING ELEVATION REPRESENTS
2,339.49EB1:NC GRID
NAD 8 3 /NA 2 0 11
-L- CURVE DATA
€
PI Sta 13+93.04
D = 19° 05' 54.9"
T = 53.48'
R = 300.00'
-L- CURVE DATA
€
PI Sta 12+32.69
D = 35° 48' 35.5"
L = 84.06'
T = 43.02'
R = 160.00'
L = 105.86'
TELLICO CREEK
BRIDGE I.D. STA.
STA. 13+00.00 -L-FILL FACE @ END BENT 2
WORK POINT 2
STA. 13+28.80 -L-
FILL FACE @ END BENT 1
WORK POINT 1
BEGIN APPROACH SLAB END APPROACH SLAB
STA. 13+39.50 -L-STA. 12+60.50 -TAN. EXT.-
-TAN. EXT.-
TO SR 1408
-L-
120°00'00" (TYP.)
STRUCTURE
EXISTING
PC 13+39.55 -L-
& DETAIL) (TYP.)
(ROADWAY PAY ITEM
TEMPORARY SHORING
57'-7‚" = LENGTH OF BRIDGE
PT 12+73.73 -L-
28'-9†"
TO SR 1366
(TYP.)
RIP RAP
CLASS II
PILES & SHEET PILES NOT SHOWN IN PLAN VIEW FOR CLARITY
PLAN
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
CCC 12/18
12/18
12/18
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
GENERAL DRAWING
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
SR 1408 AND SR 1366
ON SR 1369 BETWEEN
TELLICO CREEK
FOR BRIDGE OVER
120.00
S-1
SHEET 1 OF 4
REPLACES BRIDGE NO. 550180
REPLACES BRIDGE NO. 550181
38
STA. 12+71.20 - TAN. EXT.-
28'-9†"
2,337.79
EXTENDED FROM THE PT AT STATION 12+73.73-L-.
STATIONING @ END BENT 1 OCCURS ON THE TANGENT
NOTE TO CONTRACTOR: W.P. #1 AND APPROACH SLAB
STA. 12+71.20 - TAN. EXT.-ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
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hsramcheek,jr.FILL FACE TO FILL FACE
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
GENERAL DRAWING
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
SR 1408 AND SR 1366
ON SR 1369 BETWEEN
TELLICO CREEK
FOR BRIDGE OVER
S-2
REPLACES BRIDGE NO. 550180
END BENT 1 END BENT 2
FOUNDATION LAYOUT
ORIENT PILES AS SHOWN.
CENTERLINE OF PILES.
DIMENSIONS LOCATING PILES ARE SHOWN TO THE
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
CCC 12/18
12/18
12/18
SHEET 2 OF 4
SHEET PILES6-PZ27 STEEL 8'-6"8'-6"8'-6"8'-6"7'-8•"9•"26-PZ27 STEEL SHEET PILESSHEET PILES
6-PZ27 STEEL
SHEET PILES
6-PZ27 STEEL
SHEET PI
LES5-PZ2
7 STEEL8'-6"8'-6"8'-6"8'-6"7'-8•"9•"25-PZ27 STEEL SHEET PILESBRIDGE I.D. STA.
STA. 13+00.00 -L-
SHEET PILES
{ PZ27 STEEL
STEEL SHEET PI
LES
3'-
3" TO
{
SHEET PILES
{ PZ27 STEEL
END BENT 1
FILL FACE @
STEEL PILES
{ HP 12x53
STA. 13+28.80-L-
W.P. #2

(TYP.)
120°00'00"
SHEET PILES
{ PZ27 STEEL
END BENT 2
FILL FACE @
STEEL PILES
{ HP 12x53
STEEL SHEET PI
LES
3'-
3" TO
{
SHEET PILES
{ PZ27 STEEL
38
FOUNDATION RECOMMENDATION NOTES
-L-
STA. 12+71.20-TAN. EXT.-
W.P. #1
1'-
4•
"
1'-
4•
"

DURING THE LIFE OF THE STRUCTURE.
SCOUR CRITICAL ELEVATIONS ARE USED TO MONITOR POSSIBLE SCOUR PROBLEMS
THE SCOUR CRITICAL ELEVATION FOR THE SHEET PILES AT END BENT No. 1 & 2 IS 2,330.2 FT.
BRIDGE DECK ALIGNMENT.
ALL PILES ARE TO BE INSTALLED PLUMB WITH THE STRONG AXIS ORIENTED PARALLEL TO THE
CONTACT THE GEOTECHNICAL OPERATIONS PERSON TO REVIEW AND MAKE RECOMMENDATIONS.
IF REFUSAL IS ENCOUNTERED ABOVE THE MINIMUM ELEVATIONS SPECIFIED, THE ENGINEER SHALL
BENT No. 2.
(LT) AND 2,326.2 (RT) AT END BENT No. 1 AND AT 2,315.4 FT. (LT) AND 2,327.7 FT. (RT) AT END
STEEL SHEET PILES SHOULD BE DRIVEN TO REFUSAL AND AT MINIMUM ELEVATION OF 2,324.1 FT.
EACH END BENT AS SHOWN.
PZ27 SHEET PILES ARE TO BE DRIVEN IN FRONT (STREAM SIDE) OF HP 12x53 STEEL PILES AT
POINTS, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.
STEEL H-PILE POINTS ARE REQUIRED FOR STEEL H-PILES AT END BENT No. 2. FOR STEEL PILE
DRIVE PILES AT END BENT No. 2 TO A REQUIRED DRIVING RESISTANCE OF 142 TONS PER PILE.
PILES AT END BENT No. 2 ARE DESIGNED FOR A FACTORED RESISTANCE OF 85 TONS PER PILE.
DRIVE PILES AT END BENT No. 1 TO A REQUIRED DRIVING RESISTANCE OF 142 TONS PER PILE.
PILES AT END BENT No. 1 ARE DESIGNED FOR A FACTORED RESISTANCE OF 85 TONS PER PILE.
FOR PILES, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
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hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 540140
GENERAL DRAWING
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
SR 1408 AND SR 1366
ON SR 1369 BETWEEN
TELLICO CREEK
FOR BRIDGE OVER
LOCATION SKETCH
PLANS AND SPECIAL PROVISIONS
FOR UTILITY INFORMATION SEE UTILITY NC GRID
NAD 8 3 /NA 2 0 11
BM#1: 10" SPIKE IN BASE OF 28" POPLAR TREE, -L- STA. 12+29.00, 21' RT, ELEV. 2342.97'
WOODS
WOODS
ITEM & DETAIL)
(ROADWAY PAY
CLASS B RIP RAP
(ROADWAY PAY ITEM & DETAIL)
PROPOSED GUARDRAIL (TYP.)
-L-
EXISTING STRUCTURE
STA. 13+00.00 -L-
BRIDGE I.D. STA.
(TYP.)
EXCAVATION
STRUCTURE
UNCLASSIFIED
PROPOSED STRUCTURE
(TYP.)
120°00'00"
TO SR 1408
SR 1369 TELLICO RD.
TELLICO CREEK
TO SR 1366
CLASS II RIP RAP
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
CCC 12/18
S-3
SHEET 3 OF 4
240.00
38
NOTES

THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1.
REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE
ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING.
SCOUR AT BRIDGES".
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH HEC 18, "EVALUATING
SEE SPECIAL PROVISIONS.
FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION ACTIVITIES,
PLANS.
ASPHALT WEARING SURFACE IS INCLUDED IN ROADWAY QUANTITIES ON ROADWAY
FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.
THE PROJECT SITE.
BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT
ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING
WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR
CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL HAVE NO CLAIM
THE BEST INFORMATION AVAILABLE. THIS INFORMATION IS SHOWN FOR THE
THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM
WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.
DEMOLITION PLANS FOR REVIEW AND REMOVE THE BRIDGE IN ACCORDANCE
PREVENTS DEBRIS FROM FALLING INTO WATER. THE CONTRACTOR SHALL SUBMIT
REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED IN A MANNER THAT
FOR EROSION CONTROL MEASURES, SEE EROSION CONTROL PLANS.
FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.
FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE SHEET SN (S-38).
EXCAVATION, SEE SECTION 412 OF THE STANDARD SPECIFICATIONS.
FOR AT THE CONTRACT LUMP SUM PRICE FOR UNCLASSIFIED STRUCTURE
END BENT #2 AS DIRECTED BY THE ENGINEER. THIS WORK WILL BE PAID
OF -L- AT END BENT #1 AND 30 FT. (LT.) AND 25 FT. (RT.) OF -L- AT
SHALL BE EXCAVATED FOR A DISTANCE OF 30 FT. (LT.) AND 25 FT. (RT.)
THE MATERIAL SHOWN IN THE CROSS-HATCHED AREA (SEE LOCATION SKETCH)
5/19
5/19
STRUCTURE AT STATION 13+00.00-L-."
SHALL BE INCLUDED IN THE BID PRICE FOR "REMOVAL OF EXISTING
PERTAINING TO HANDLING OF MATERIALS CONTAINING LEAD BASED PAINT
COMPLIANCE WITH APPLICABLE STATE OR FEDERAL REGULATIONS
107-1 OF THE STANDARD SPECIFICATIONS. ANY COSTS RESULTING FROM
CONTAINS LEAD. THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE
INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL
PC 13+39.55-L-
PT 14+45.41-L-
TEMPORARY SHORING, SEE ROADWAY PLANS.
FOR LIMITS OF TEMPORARY SHORING, SEE TRAFFIC CONTROL PLANS. FOR PAY ITEM FOR
TEMPORARY SHORING WILL BE REQUIRED IN THE AREAS INDICATED IN THE PLAN VIEW.
AS FOUND NECESSARY DURING THE LIFE OF THE PROJECT.
THE INTEGRITY OF THE BRIDGE DETERIORATE, THIS LOAD LIMIT MAY BE REDUCED
EXISTING BRIDGE IS PRESENTLY POSTED BELOW THE LEGAL LOAD LIMIT. SHOULD
AND LOCATED AT THE SITE OF THE PROPOSED BRIDGE SHALL BE REMOVED. THE
SUBSTRUCTURE CONSISTING OF TIMBER CAPS/TIMBER POST AND SILL ABUTMENTS
WEARING SURFACE, CONSISTING OF A TIMBER FLOOR ON STEEL I-BEAMS AND A
@ 25'-6") WITH A CLEAR ROADWAY WIDTH OF 19.15 FT. AND AN 2•" ASPHALT
AFTER SERVING AS A TEMPORARY STRUCTURE, THE EXISTING SINGLE SPAN (1 SPAN
PT 12+73.73-L-ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
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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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
GENERAL DRAWING
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
SR 1408 AND SR 1366
ON SR 1369 BETWEEN
TELLICO CREEK
FOR BRIDGE OVER
240.00
S-4
SHEET 4 OF 4
TOTAL BILL OF MATERIAL
ITEM
SUPERSTRUCTURE
END BENT 1
END BENT 2
TOTALS
LUMP SUM
LUMP SUM
STRUCTURE
EXISTING
REMOVAL OF
EXCAVATION
STRUCTURE
UNCLASSIFIED
LUMP SUM
LUMP SUM
(BRIDGE)
CONCRETE
CLASS "A"
C.Y.
SLABS
APPROACH
BRIDGE
(BRIDGE)
STEEL
REINFORCING
LUMP SUM LBS.
LUMP SUM
PILES
STEEL
HP12x53
NO.LIN. FT.
BEARINGS
ELASTOMERIC
NO.LIN. FT.LUMP SUMS.Y.
LUMP SUM
9
9
5
5
10
CORED SLABS
CONCRETE
PRESTRESSED
3'-0" x 1'-9"
(2'-0" THICK)
CLASS II
RIP RAP,
18.3
18.3
36.6
2,588
2,624
5,212
ASSESSMENT
SBESTOSA
LUMP SUM
LUMP SUM
STEEL PILES
HP 12 x 53
SETUP FOR
EQUIPMENT
PILE DRIVING
EA.
5
5
10
TONS
DRAINAGE
FOR
GEOTEXTILE
495.00
105
180
38
POINTS
PILE
STEEL
EA.
5
METAL RAIL
TWO BAR
LIN. FT.
PARAPET
CONCRETE
1'-2" x 2'-8ƒ"
LIN. FT.
93.66
93.66
110.00
110.00
75 40
40
45
45
5
495.00
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
3/19
5/19
5/19
80 90
PILES
SHEET
STEEL
SQ. FT.
770
1,570
800
ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
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2-BAR METAL RAIL (TYP.)
CONCRETE PARAPET WITH
GRADE POINT
(SEE ROADWAY PLANS)
ASPHALT WEARING SURFACE
SHEET 7 OF 7)
DRAWING 862.03
(SEE ROADWAY STANDARD
TEMP. GUARDRAIL
0.03
1'-9"3'-0"
SHEET 7 OF 7)
DRAWING 862.03
(SEE ROADWAY STANDARD
TEMP. GUARDRAIL
STAGE I
STAGE II
STAGING SEQUENCE
0.03
0.03
2-BAR METAL RAIL (TYP.)
CONCRETE PARAPET WITH
GRADE POINT
3'-0"
STAGING
CONSTRUCTION1'-9"= TWO WAY TRAFFIC
SEE ROADWAY PLANS.
FOR TEMPORARY GUARDRAIL DETAILS AND PAY ITEM,
FOR TRAFFIC PHASING, SEE TRAFFIC CONTROL PLANS.
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
3/19
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
S-5
5/19
5/19 38
5'-0" |
11'-0" MIN. CLEAR ROADWAY 1'-2"
1'-6"13'-6"
15'-0" (STAGE I CONSTRUCTION)
11'-0" MIN. CLEAR ROADWAY
14'-6" |
20'-0" (OUT TO OUT)
5 PRESTRESSED CONCRETE CORED SLAB UNITS = 15'-0"
1"
1"1"
27'-0" (OUT TO OUT)
1'-2"24'-6" (CLEAR ROADWAY) 1'-2"
1'-6"
4 PRESTRESSED CONCRETE CORED SLAB UNITS = 12'-0"
(TYP.)
-L-LINESTAGELINECUT(TYP.)LINESTAGE-L-
(STAGE I TRAFFIC)
12'-0" (STAGE II CONSTRUCTION)ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
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hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
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 1.163 --1.75 0.249 1.36 EL 26.923 0.659 1.21 EL 10.769 0.80 0.249 1.16 EL 26.923
HL-93(Opr)N/A --1.564 --1.35 0.249 1.76 EL 26.923 0.659 1.56 EL 10.769 N/A ----------
HS-20(Inv)36.000 2 1.424 51.265 1.75 0.249 1.7 EL 26.923 0.659 1.42 EL 10.769 0.80 0.249 1.46 EL 26.923
HS-20(Opr)36.000 --1.846 66.455 1.35 0.249 2.2 EL 26.923 0.659 1.85 EL 10.769 N/A ----------
SNSH 13.500 --3.057 41.264 1.4 0.249 4.46 EL 26.923 0.659 3.96 EL 10.769 0.80 0.249 3.06 EL 26.923
SNGARBS2 20.000 --2.374 47.473 1.4 0.249 3.46 EL 26.923 0.659 2.9 EL 10.769 0.80 0.249 2.37 EL 26.923
SNAGRIS2 22.000 --2.291 50.392 1.4 0.249 3.34 EL 26.923 0.659 2.72 EL 10.769 0.80 0.249 2.29 EL 26.923
SNCOTTS3 27.250 --1.524 41.521 1.4 0.249 2.22 EL 26.923 0.659 1.98 EL 10.769 0.80 0.249 1.52 EL 26.923
SNAGGRS4 34.925 --1.31 45.74 1.4 0.249 1.91 EL 26.923 0.659 1.71 EL 10.769 0.80 0.249 1.31 EL 26.923
SNS5A 35.550 --1.278 45.439 1.4 0.249 1.86 EL 26.923 0.659 1.76 EL 10.769 0.80 0.249 1.28 EL 26.923
SNS6A 39.950 --1.189 47.481 1.4 0.249 1.73 EL 26.923 0.659 1.63 EL 10.769 0.80 0.249 1.19 EL 26.923
SNS7B 42.000 --1.132 47.562 1.4 0.249 1.65 EL 26.923 0.659 1.64 EL 10.769 0.80 0.249 1.13 EL 26.923
TNAGRIT3 33.000 --1.454 47.984 1.4 0.249 2.12 EL 26.923 0.659 1.92 EL 10.769 0.80 0.249 1.45 EL 26.923
TNT4A 33.075 --1.465 48.451 1.4 0.249 2.14 EL 26.923 0.659 1.85 EL 10.769 0.80 0.249 1.46 EL 26.923
TNT6A 41.600 --1.213 50.478 1.4 0.249 1.77 EL 26.923 0.659 1.81 EL 10.769 0.80 0.249 1.21 EL 26.923
TNT7A 42.000 --1.228 51.576 1.4 0.249 1.79 EL 26.923 0.659 1.67 EL 10.769 0.80 0.249 1.23 EL 26.923
TNT7B 42.000 --1.282 53.827 1.4 0.249 1.87 EL 26.923 0.659 1.58 EL 10.769 0.80 0.249 1.28 EL 26.923
TNAGRIT4 43.000 --1.213 52.158 1.4 0.249 1.77 EL 26.923 0.659 1.52 EL 10.769 0.80 0.249 1.21 EL 26.923
TNAGT5A 45.000 --1.136 51.134 1.4 0.249 1.66 EL 26.923 0.659 1.55 EL 10.769 0.80 0.249 1.14 EL 26.923
TNAGT5B 45.000 3 1.116 50.224 1.4 0.249 1.63 EL 26.923 0.659 1.44 EL 10.769 0.80 0.249 1.12 EL 26.923
55'55'55'
55'55'
55'55'55'
55'55'
55'55'55'
55'55'55'
55'55'55'
55'55'55'
55'55'55'
55'55'55'
55'55'55'
55'55'55'
55'55'55'
55'55'55'
55'55'55'
55'55'55'
55'55'55'
55'55'55'
55'55'55'
55'55'55'
1
2 3
LRFR SUMMARY
FOR SPAN `A'
STANDARD
(NON-INTERSTATE TRAFFIC)
STD. NO. 21LRFR1_60&120S_55L
CHECKED BY :
DATE :
DATE :
ASSEMBLED BY :
DRAWN BY :
CHECKED BY :
JLA
MGC
3/19
CVC
DNS
6/10
6/10
LIMIT STATE
STRENGTH I
DC
1.25
1.00
1.50
1.00
DWgg
SERVICE III
NOTES:
COMMENTS:
1.

2.

3.

4.
LOAD FACTORS:

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
S-6
120.00
5/19
120° SKEW
55' CORED SLAB UNIT
LRFR SUMMARY FOR
38ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
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20125
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hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
13.7143
27'-0"
12'-3"12'-3"
1"1'-2"24'-6" (CLEAR ROADWAY)1'-2"1"2'-8ƒ"1'-9"3'-0"
TYPE ITYPE II UNITSTYPE IIITYPE IV UNITSTYPE V
13'-6"13'-6"
12'-0" - STAGE II 15'-0" - STAGE I
ROADWAY PLANS)
SURFACE (SEE
ASPHALT WEARING
GRADE PT.
-L-LINESTAGE2-BAR METAL RAIL (TYP.)
CONCRETE PARAPET WITH
1'-2" x 2'-8ƒ"
(TYP.)
CONST. JT.@ { BRG.* (TYP.)IN 2•" ~ HOLE
POST-TENSIONING STRAND
0.6" ~ L.R. TRANSVERSE
FINAL TENSIONING OF TRANSVERSE STRANDS
ALL ERECTION HAS BEEN COMPLETED AND AFTER
SHEAR KEYS TO BE FILLED WITH GROUT AFTER
A
A
B
B
C
C
(TYP.)
UNIT UNIT UNIT
4 PRESTRESSED CONCRETE CORED SLAB UNITS 5 PRESTRESSED CONCRETE CORED SLAB UNITS
0.03
2ƒ" @ { BRG.
2ƒ" @ { BRG. 0.03 2ƒ" @ { BRG.
TYPICAL SECTION
* -
HALF SECTION
AT INTERMEDIATE DIAPHRAGMS
HALF SECTION
THROUGH VOIDS
SEE THE ``PARAPET SECTION FOR TWO BAR METAL RAIL'' DETAIL.
FOLLOWS THE PROFILE OF THE GUTTERLINE. FOR PARAPET HEIGHT DETAILS
OF THE PARAPET AND ASPHALT THICKNESS VARIES WHILE THE TOP OF THE PARAPET
THE MAXIMUM PARAPET HEIGHT AND ASPHALT THICKNESS IS SHOWN. THE HEIGHT
FIXED END
SECTION AT END BENT
SURFACE
WEARING
ASPHALT
SHEETS FOR DETAILS
SEE ``END BENT''
& #6 DOWELS
À BEARING
PREVENT BOND.
ROOFING FELT TO
2 LAYERS OF 30 LB.
2•'' • DOWEL HOLE
SHEET FOR DETAILS
APPROACH SLAB''
SEE ``BRIDGE
BEARING PAD
ELASTOMERIC
VOIDS
12" ~
6"9"9"1'-6"1'-1•"
1•" ~ BACKER ROD
3''4''4''3''11''11''
#4 S21'-9''10•''10''1'-4''
1'-6''
3'-0''
1'-6''
10''
12'' • VOIDS
#4 ``B''
3''3''
@ 2" CTS.
2 SPA.
@ 2" CTS.
2 SPA.
7''7''
@ 2" CTS.
4 SPA.1'-2•"2"2"2•''10•''(19 STRANDS REQUIRED)
DEBONDING LEGEND 2''3''3''
#4 S21'-9''10•''10•''3''3''
10''1'-4''10''
3'-0''
#5 S3
12'' • VOIDS3'' 3…'' CL.2•''#4 ``B''
SEE STANDARD SPECIFICATIONS, ARTICLE 1078-7.
DISTANCE OF 6'-0" FROM END OF CORED SLAB UNIT.
BOND SHALL BE BROKEN ON THESE STRANDS FOR A
(FOR PRESTRESSED STRAND LAYOUT, SEE1'-4•''4"THREADED INSERT DETAIL
CONTRACTOR.
DETERMINED BY
RECESSED …". SIZE TO BE
EXTERIOR UNIT AND
CAST IN OUTSIDE FACE OF
PERMITTED THREADED INSERT
3''4''4''3''11''11''
#4 S21'-9''10''1'-4''
1'-6''
3'-0''
1'-6''
10''
#4 ``B''
3''3''
@ 2" CTS.
2 SPA.
@ 2" CTS.
2 SPA.
7''7''
@ 2" CTS.
4 SPA.1'-2•"2"2"2•''RELAXATION STRAND LAYOUT
0.6'' • LOW
(19 STRANDS REQUIRED)
8'' • VOIDS
11''11''1'-2''
(55' UNIT)(TYPE III)
INTERIOR SLAB SECTION
(55' UNIT)(TYPE II & IV)
INTERIOR SLAB SECTION
INTERIOR SLAB SECTION - TYPE II & IV)
END ELEVATION
SHEAR KEY DETAIL
OF EXTERIOR CORED SLABS.
NOTE: OMIT SHEAR KEY ON OUTSIDE FACE
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 STIRRUPS1'' CL.1'' CL.#5 S1
#5 S1
#5 S1
#5 S1
1'-6"1'-6"
8•"9•"9•"8•"
1'-2"4"4"1'-2"
3"3"2•"2"ƒ"ƒ"3"4"…"…"
#4 ``B''
DOWEL HOLES
À 2•" •
3'-0"
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
4/19
CORED SLAB UNIT
PRESTRESSED CONCRETE
3'-0'' X 1'-9''
120° SKEW
SUPERSTRUCTURE
S-7
SHEET 1 OF 8
5/19
5/19 38
9 PRESTRESSED CONCRETE CORED SLAB UNITS = 27'-0"8•''1'-0•''(55' UNIT)(TYPE I & V)
EXTERIOR SLAB SECTION
15'-0" (STAGE I CONSTRUCTION)12'-0" (STAGE II CONSTRUCTION)
TEMPORARY GUARDRAIL" SHEET.
SEE "ANCHOR DETAIL FOR
ANCHORED TEMPORARY BARRIER
ANCHOR ASSEMBLY FOR
ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
13.7143
1''STRAND VISE
TRANSVERSE STRAND
HOLE FOR
B B
4''
WITH GROUT
FILL RECESS
‚
''
‚
''
CORED SLAB
OF EXTERIOR
OUTSIDE FACE
†'' X 5'' X 5'' }10•''4‚''5
‚
''
SECTION B-B
NON-CORROSIVE PIPE.
SHEATHED WITH A
POST-TENSIONING STRAND
À 0.6'' • L.R. TRANSVERSE
2'-2•"
POST-TENSIONED STRAND OF CORED SLABS
GROUTED RECESS AT END OF
DETAIL B
TRANSVERSE STRAND
HOLE FOR
10•''2'-6•"
4''1'-3"
POST-TENSIONED STRAND OF CORED SLABS
GROUTED RECESS AT END OF
DETAIL A
2'-6•"
A A
SECTION A-A
(TYPE I UNIT)(TYPE III UNIT)
STRAND # 1
STRAND # 2
11•"
VIEW A-A
VIEW B-B
STRAND # 2
STRAND # 1
NON-CORROSIVE PIPE.
SHEATHED WITH A
POST-TENSIONING STRAND
À 0.6'' • L.R. TRANSVERSE
4‚''1''CORED SLAB
OF EXTERIOR
OUTSIDE FACE
STRAND VISE
‚
''
10
"
†'' X 5'' X 5'' }
FILL RECESS
WITH GROUT
10
"
5
‚
''
‚
''1''(TYP
.)
(TYP
.)
(TYP
.)
(TO BE TENSIONED DURING STAGE I CONSTRUCTION)
STRAND # 1 GOES THRU 5 CORED SLAB UNITS
(TO BE TENSIONED DURING STAGE II CONSTRUCTION)
STRAND # 2 GOES THRU ALL 9 CORED SLAB UNITS
1''STRAND VISE
TRANSVERSE STRAND
HOLE FOR
4''
WITH GROUT
FILL RECESS
‚
''
‚
''
CORED SLAB
OF EXTERIOR
OUTSIDE FACE
†'' X 5'' X 5'' }10•''4‚''5
‚
''
NON-CORROSIVE PIPE.
SHEATHED WITH A
POST-TENSIONING STRAND
À 0.6'' • L.R. TRANSVERSE
1'-3"
POST-TENSIONED STRAND OF CORED SLABS
GROUTED RECESS AT END OF
DETAIL C
1'-7"
(TYPE V UNIT)
C C
SECTION C-C
STRAND # 2
VIEW C-C
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
4/19
SUPERSTRUCTURE
DETAILS
CORED SLAB
PRESTRESSED
S-8
SHEET 2 OF 8
5/19
5/19 38ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
MACON #550181
(TYP.)
120°-00'-00''
DETAIL ``A''
#4 ``S'' BARS SPLAYED
@ APPROX. EQ. SPA.
#4 S2 PAIRS
@ 1'-0" CTS.
6"8-#5 @ S3 @ 6" CTS.#5 S3 @ 1'-0" CTS.
2'-7†"
2•
"3'-0"1'-7"8•"8•"#5 S3
2-#5 S1
ƒ" CHAMFER
6"
#4 S8 (IN PAIRS)
#4 S7 (IN PAIRS)
#4 S6 (IN PAIRS)
#4 S5 (IN PAIRS)
DOWEL HOLES
À 2•' •
#4 S2
VOIDS
12" •
6-#4 S2 PAIRS
@ 6" CTS.
UNIT SIMILAR EXCEPT OMIT #5 S3 BARS.
NOTE: EXTERIOR UNIT SHOWN - INTERIOR
(SIMILAR EACH END OF UNIT)
1'-
0"
2'-6" 10 SPACES @ 5'-0" = 50'-0"2'-6"
4-BOLT TEMPORARY GUARDRAIL ANCHOR ASSEMBLIES (11 REQ.)
57'-7‰" (W.P. #1 TO W.P. #2)
(SIZE AND TYPE TO BE DETERMINED BY CONTRACTOR)
18'-4"18'-4"18'-4"
17'-4•"18'-4"19'-3•"
11•"11•"
27'-6"27'-6"
55'-0"
6"
#4 "S" PAIRS (SPACED AS SHOWN IN DETAIL "A")(TYP. EA. UNIT)
62-#5 S3 (SPACED AS SHOWN IN DETAIL "A")(TYP. EA.EXT. UNIT)6"
62-#5 S4 (SPACED TO MATCH S3 IN VERTICAL CONCRETE BARRIER RAIL)
GUTTERLINE
SHEET 2 OF 8.
STRANDS (TYP.) SEE DETAIL A,
GROUTED RECESS FOR TRANSVERSETYPE IIITYPE II UNITSTYPE IUNITUNIT1"1'-2"1'-6"1'-3"END BENT 1
FILL FACE @
11'-3"2'-6"6" TO
{ BRG.(TYP.)
PAVEMENT STAGE I
LIMIT OF ASPHALT
W.P. #1
15'-0" (STAGE I CONSTRUCTION)SHEET 2 OF 8.
STRANDS (TYP.) SEE DETAIL B,
GROUTED RECESS FOR TRANSVERSE
CONST. JOINTSTAGE II#5 S4
#5 S3 &
#5 S4
#5 S3 &
(TYP.)
SEE DETAIL ``A''
#4 ``S''#4 ``S''
BE TENSIONED IN STAGE I)
IN 2•'' ~ HOLE (STRAND #1 TO
POST-TENSIONING STRAND
{ 0.6'' ~ L.R. TRANSVERSE
(1'-9" SPLICE) (TYP. EA. SLAB UNIT)
FOR LOCATION, (2-BAR RUN)
UNITS, SEE SLAB SECTION VIEWS
#4 B7 IN TOP OF CORED SLAB
WP #2
3'-5"
(TYP.)
SPLICE
BE TENSIONED IN STAGE II)
IN 2•'' ~ HOLE (STRAND #2 TO
POST-TENSIONING STRAND
{ 0.6'' ~ L.R. TRANSVERSE
(TYP. UNLESS NOTED)
12'' ~ VOIDS
8" ~ VOIDS
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
4/19
S-9
SUPERSTRUCTURE
PLAN OF SPAN A
STAGE I
PLAN OF SPAN A - STAGE I
-L-
SHEET 3 OF 8
(2 BAR RUNS)
CONCRETE PARAPET
8-#5 B14 IN
(2 BAR RUNS)
CONCRETE PARAPET
8-#5 B14 IN
38
5/19
5/19
1'-6"14 OPTIONAL THREADED INSERTS SPACED @ 4'-0" CTS.1'-6"
(TYP.)
MAT'L. IN PARAPET
{ •'' EXP. JT.
END BENT 2
FILL FACE @
ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
DEPARTMENT OF TRANSPORTATION
1
2
3
4
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
MACON #550181
(TYP.)
120°-00'-00''
END BENT 2
FILL FACE @
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
4/19
S-101"1'-2"1'-3"1'-6"10'-9"6"
18'-4"18'-4"18'-4"
27'-6"27'-6"
55'-0"
#4 "S" PAIRS (SPACED AS SHOWN IN DETAIL "A")(TYP. EA. UNIT)
62-#5 S3 (SPACED AS SHOWN IN DETAIL "A")(TYP. EA.EXT. UNIT)6"
(SIZE AND TYPE TO BE DETERMINED BY CONTRACTOR)
62-#5 S4 (SPACED TO MATCH S3 IN VERTICAL CONCRETE BARRIER RAIL)
W.P. #1
WP #2
CONST. JOINT -L-
SHEET 2 OF 8.
STRANDS (TYP.) SEE DETAIL C,
GROUTED RECESS FOR TRANSVERSE
(2-BAR RUN)
#4 B7 (TYP.)1'-9"
SPLICE
TYPE IV UNITSTYPE VEND BENT 1
FILL FACE @
6" TO
{ BRG.(TYP.)
#5 S4
#5 S3 &
(TYP.)
SEE DETAIL ``A''
#5 S4
#5 S3 &UNIT12'-0" (STAGE II CONSTRUCTION)15'-0" (STAGE I CONSTRUCTION)#4 ``S''#4 ``S''GUTTERLINE
57'-7‰" (W.P. #1 TO W.P. #2)
PLAN OF SPAN A - STAGE II
DETAIL ``A''
#4 ``S'' BARS SPLAYED
@ APPROX. EQ. SPA.
#4 S2 PAIRS
@ 1'-0" CTS.
6"8-#5 @ S3 @ 6" CTS.#5 S3 @ 1'-0" CTS.
2'-7†"
2•
"3'-0"1'-7"8•"8•"#5 S3
2-#5 S1
ƒ" CHAMFER
6"
#4 S8 (IN PAIRS)
#4 S7 (IN PAIRS)
#4 S6 (IN PAIRS)
#4 S5 (IN PAIRS)
DOWEL HOLES
À 2•' •
#4 S2
VOIDS
12" •
6-#4 S2 PAIRS
@ 6" CTS.
UNIT SIMILAR EXCEPT OMIT #5 S3 BARS.
NOTE: EXTERIOR UNIT SHOWN - INTERIOR
(SIMILAR EACH END OF UNIT)
1'-
0"
SUPERSTRUCTURE
PLAN OF SPAN A
STAGE II
SHEET 4 OF 8
(2 BAR RUNS)
CONCRETE PARAPET
8-#5 B14 IN
(2 BAR RUNS)
CONCRETE PARAPET
8-#5 B14 IN
5/19
5/19 38
1'-6"14 OPTIONAL THREADED INSERTS SPACED @ 4'-0" CTS.1'-6"
(TYP.)
MAT'L. IN PARAPET
{ •'' EXP. JT.
12'' ~ VOIDS
ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
27.4287
3'-0"1'-7"9•"8•"8•"9•"(TYP.)(TYP.)6"(TYP.)(TYP.)(TYP.)(TYP.)3'-11"13'-1•"2'-6•"15'-9•"2'-6•"14'-1"3'-0"
3'-0"13'-1•"2'-6•"15'-9•"2'-6•"14'-1"3'-11"
4"
4"
4"
4"
55'-0"
17'-4•"18'-4"19'-3•"
18'-4"18'-4"18'-4"
11•"11•"
& { 2•" HOLE
{ STRAND #1
{ CORED SLAB UNIT
(TYP.)
12'' ~ VOIDS
(2-BAR RUN)
#4 B7
(TYP. BOTH ENDS)
#5 S1 BARS
2 PAIR OF
(TYP.)
120°-00'-00''
PLAN - SPAN A - TYPE I UNIT - STAGE I
NOTE: SEE PLAN OF SPAN A STAGE I FOR SPACING OF THE "S" BARS AND THREADED INSERTS
3'-0"1'-7"9•"8•"8•"9•"(TYP.)(TYP.)6"(TYP.)(TYP.)(TYP.)(TYP.)3'-11"13'-1•"2'-6•"15'-9•"2'-6•"14'-1"3'-0"
3'-0"13'-1•"2'-6•"15'-9•"2'-6•"14'-1"3'-11"
4"
4"
4"
4"
55'-0"
17'-4•"18'-4"19'-3•"
18'-4"18'-4"18'-4"
11•"11•"
{ CORED SLAB UNIT
(TYP.)
12'' ~ VOIDS
(2-BAR RUN)
#4 B7
(TYP. BOTH ENDS)
#5 S1 BARS
2 PAIR OF
(TYP.)
120°-00'-00''
PLAN - SPAN A - TYPE II UNIT - STAGE I
NOTE: SEE PLAN OF SPAN A STAGE I FOR SPACING OF THE "S" BARS
NOTES
(TO BE TENSIONED DURING STAGE I CONSTRUCTION)
STRAND # 1 GOES THRU 5 CORED SLAB UNITS
(TO BE TENSIONED DURING STAGE II CONSTRUCTION)
STRAND # 2 GOES THRU ALL 9 CORED SLAB UNITS
FOR GROUTED RECESS, SEE SHEET 2 OF 8
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
4/19
1•
"(TYP.)
(TYP.)
1•
"
SUPERSTRUCTURE
DETAILS STAGE I
CORED SLAB UNIT
PRESTRESSED CONCRETE
3'-0'' X 1'-9''
SHEET 5 OF 8
S-11
5/19
5/19 38
& { 2•" HOLE
{ STRAND #2
& { 2•" HOLE
{ STRAND #2
& { 2•" HOLE
{ STRAND #1
& { 2•" HOLE
{ STRAND #2
& { 2•" HOLE
{ STRAND #1
& { 2•" HOLE
{ STRAND #2
& { 2•" HOLE
{ STRAND #1
ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
27.4287
3'-0"1'-7"9•"8•"8•"9•"(TYP.)(TYP.)6"(TYP.)(TYP.)(TYP.)(TYP.)3'-11"13'-1•"2'-6•"15'-9•"2'-6•"14'-1"3'-0"
3'-0"13'-1•"2'-6•"15'-9•"2'-6•"14'-1"3'-11"
4"
4"
4"
4"
55'-0"
17'-4•"18'-4"19'-3•"
18'-4"18'-4"18'-4"
11•"11•"
{ CORED SLAB UNIT
(2-BAR RUN)
#4 B7
(TYP. BOTH ENDS)
#5 S1 BARS
2 PAIR OF
(TYP.)
120°-00'-00''
(TYP.)
1•
"
4-BOLT TEMPORARY GUARDRAIL ANCHOR ASSEMBLIES (11 REQ.)
2'-6"10 SPACES @ 5'-0" = 50'-0"2'-6"
(TYP.)
8'' ~ VOIDS
NOTE: SEE PLAN OF SPAN A STAGE I FOR SPACING OF THE "S" BARS
PLAN - SPAN A - TYPE III UNIT - STAGE I
NOTES
(TO BE TENSIONED DURING STAGE I CONSTRUCTION)
STRAND # 1 GOES THRU 5 CORED SLAB UNITS
(TO BE TENSIONED DURING STAGE II CONSTRUCTION)
STRAND # 2 GOES THRU ALL 9 CORED SLAB UNITS
FOR GROUTED RECESS, SEE SHEET 2 OF 8
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
4/19
SUPERSTRUCTURE
DETAILS STAGE I
CORED SLAB UNIT
PRESTRESSED CONCRETE
3'-0'' X 1'-9''
SHEET 6 OF 8
S-12
5/19
5/19 38
& { 2•" HOLE
{ STRAND #2
& { 2•" HOLE
{ STRAND #1
& { 2•" HOLE
{ STRAND #2
& { 2•" HOLE
{ STRAND #1
ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
27.4287
3'-0"1'-7"9•"8•"8•"9•"(TYP.)(TYP.)6"(TYP.)(TYP.)(TYP.)(TYP.)3'-11"14'-1"1'-7"16'-9"1'-7"14'-1"3'-0"
3'-0"14'-1"1'-7"16'-9"1'-7"14'-1"3'-11"
4"
4"
4"
4"
55'-0"
18'-4"18'-4"18'-4"
& { 2•" HOLE
{ STRAND #2
& { 2•" HOLE
{ STRAND #2
{ CORED SLAB UNIT
(TYP.)
12'' ~ VOIDS
(2-BAR RUN)
#4 B7
(TYP. BOTH ENDS)
#5 S1 BARS
2 PAIR OF
(TYP.)
120°-00'-00''3'-0"1'-7"9•"8•"8•"9•"(TYP.)(TYP.)6"(TYP.)(TYP.)(TYP.)(TYP.)3'-11"14'-1"1'-7"16'-9"1'-7"14'-1"3'-0"
3'-0"14'-1"1'-7"16'-9"1'-7"14'-1"3'-11"
4"
4"
4"
4"
55'-0"
18'-4"18'-4"18'-4"
& { 2•" HOLE
{ STRAND #2
& { 2•" HOLE
{ STRAND #2
{ CORED SLAB UNIT
(TYP.)
12'' ~ VOIDS
(2-BAR RUN)
#4 B7
(TYP. BOTH ENDS)
#5 S1 BARS
2 PAIR OF
(TYP.)
120°-00'-00''
1•
"(TYP.)
(TYP.)
1•
"
NOTES
(TO BE TENSIONED DURING STAGE II CONSTRUCTION)
STRAND # 2 GOES THRU ALL 9 CORED SLAB UNITS
FOR GROUTED RECESS, SEE SHEET 2 OF 8
NOTE: SEE PLAN OF SPAN A STAGE II FOR SPACING OF THE "S" BARS
PLAN - SPAN A - TYPE IV UNIT - STAGE II
PLAN - SPAN A - TYPE V UNIT - STAGE II
NOTE: SEE PLAN OF SPAN A STAGE II FOR SPACING OF THE "S" BARS AND THREADED INSERTS
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
4/19
SUPERSTRUCTURE
DETAILS STAGE II
CORED SLAB UNIT
PRESTRESSED CONCRETE
3'-0'' X 1'-9''
SHEET 7 OF 8
S-13
5/19
5/19 38ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
13.7143
SHEET 8 OF 8
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
4/19
S-14
- TYPE I -
BEARING PAD
FIXED END
À BEARING PAD
ELASTOMERIC BEARING DETAILS
À 1" • HOLES
2'-6" 1" 8"
4"
4"4" 4" ELASTOMER IN ALL BEARINGS SHALL BE 50 DUROMETER HARDNESS.1'-10" BAR TYPES
ALL BAR DIMENSIONS ARE OUT TO OUT
1
1"6"1'-8•"6•"
9•"5"5ƒ"
THE PRICE BID FOR THE PRECAST UNITS.
THE COST OF THE PERMITTED THREADED INSERTS SHALL BE INCLUDED IN
IMMEDIATELY FOLLOWING REMOVAL OF THE FALSEWORK.
THE PERMITTED THREADED INSERTS SHALL BE GROUTED BY THE CONTRACTOR
STAINLESS STEEL THREADED INSERTS MAY BE USED AS AN ALTERNATE.
IN ACCORDANCE WITH SECTION 1076 OF THE STANDARD SPECIFICATIONS.
SIZED BY THE CONTRACTOR, SPACED AT 4'-0" CENTERS AND GALVANIZED
THE PERMITTED THREADED INSERTS IN THE EXTERIOR UNITS SHALL BE
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.
``CONCRETE RELEASE STRENGTH'' TABLE.
STRENGTH OF NOT LESS THAN THE REQUIRED STRENGTH SHOWN IN THE
SHALL BE DONE WHEN THE CONCRETE HAS REACHED A COMPRESSIVE
THE TRANSFER OF LOAD FROM THE ANCHORAGES TO THE CORED SLAB UNIT
ALLOWED.
FLAME CUTTING OF THE TRANSVERSE POST-TENSIONING STRAND IS NOT
10 FEET IN LENGTH.
CONTRACTION JOINTS ARE REQUIRED FOR THOSE SEGMENTS LESS THAN
CONCRETE PARAPET SEGMENTS LESS THAN 20 FEET IN LENGTH AND NO
JOINTS. ONLY ONE CONTRACTION JOINT IS REQUIRED AT MIDPOINT OF
SHALL BE LOCATED AT EACH THIRD POINT BETWEEN PARAPET EXPANSION
ARTICLE 825-10(B) OF THE STANDARD SPECIFICATIONS. A CONTRACTION JOINT
EXPOSED FACES OF THE CONCRETE PARAPET AND IN ACCORDANCE WITH
GROOVED CONTRACTION JOINTS, •" IN DEPTH, SHALL BE TOOLED IN ALL
APPLY EPOXY PROTECTIVE COATING TO CORED SLAB UNIT ENDS.
ENDS.
PRESTRESSING STRANDS SHALL BE CUT FLUSH WITH THE CORED SLAB UNIT
ALL REINFORCING STEEL IN THE CONCRETE PARAPET SHALL BE EPOXY COATED.
LOCATION AND SPACING OF THE HOLD-DOWNS SHALL BE INDICATED.
PROPOSED HOLD-DOWN SYSTEM. IN ADDITION TO STRUCTURAL DETAILS,
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
BOND BREAKER. SEE SECTION 1028 OF THE STANDARD SPECIFICATIONS.
THE BACKER RODS SHALL CONFORM TO THE REQUIREMENTS OF TYPE M
FILLED WITH NON-SHRINK GROUT.
THE 2•" ~ DOWEL HOLES AT FIXED ENDS OF SLAB SECTIONS SHALL BE
TENSIONING OF THE STRANDS.
RECESSES FOR TRANSVERSE STRANDS SHALL BE GROUTED AFTER THE
PRESTRESSED CONCRETE CORED SLABS.
GRADE 60 AND SHALL BE INCLUDED IN THE UNIT PRICE BID FOR
ALL REINFORCING STEEL CAST WITH THE CORED SLAB SECTIONS SHALL BE
SPECIFICATIONS.
REQUIREMENTS WHICH SHALL BE IN ACCORDANCE WITH THE STANDARD
270 STRANDS AND SHALL CONFORM TO AASHTO M203 EXCEPT FOR SAMPLING
ALL PRESTRESSING STRANDS SHALL BE 7-WIRE LOW RELAXATION GRADE
NOTES
1'-2"1"
2" CL. MIN.@ { BRG.@ MIDSPANSPACED AS SHOWNCL.DIM. VARIESVERTICAL2'-6" (MIN.)CONST. JT.
SPAN A'' FOR SPACING)
#5 S3 (SEE ``PLAN OF 3"2"8"9"3"#5 S4
* 8-#5 B14 BARS3…"
CHAMFER
CHAMFER
ƒ"
ƒ"
CONST. JT.
S
S
WHEN SLIP FORM IS USED)
(NOTE: OMIT EXP. JT. MAT'L.
PLACE WITH GALVANIZED NAILS.
À •" EXP. JT. MAT'L HELD IN
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
CORED SLAB UNIT
PRESTRESSED CONCRETE
3'-0'' X 1'-9''
120° SKEW
( TYPE I - 18 REQ' D )
S2
S1 2'-0''1'-4''1'-3''3
2'-8''
2'-9''
3'-1''
S7
S6
S5
2'-10''
2'-11''
S8
S1S2, S5, S6, S7, S8SUPERSTRUCTURE1'-5•"TWO BAR METAL RAIL
PARAPET SECTION FOR
INCLUDED WITH THE END POST BILL OF MATERIAL.
QUANTITIES FOR THE #5 S4 AND #5 B14 BARS ARE
@ MID-SPAN @ MID-SPAN
1†"
ASPHALT OVERLAY THICKNESS
FINAL CAMBER
DEAD LOAD DEFLECTION AND CAMBER
CAMBER ( SLAB ALONE IN PLACE )
SUPERIMPOSED DEAD LOAD
DEFLECTION DUE TO
** INCLUDES FUTURE WEARING SURFACE
**
3'-0" x 1'-9"
STRAND
0.6" • L.R.
1•"
1„"
…"
4900
CONCRETE RELEASE STRENGTH
UNIT PSI
( SQUARE INCHES )
AREA
( LBS. PER STRAND )
ULTIMATE STRENGTH
( LBS. PER STRAND )
APPLIED PRESTRESS
GRADE 270 STRANDS
0.6" • L.R.
0.217
58,600
43,950
55' UNITS
55' CORED SLAB UNIT
NUMBER LENGTH TOTAL LENGTH
CORED SLABS REQUIRED SPAN A
1
3
1
165'-0"
TYPE I
TYPE II
TYPE III
STAGE I TOTAL
55'-0"
55'-0"
5 275'-0"
STAGE I
3
1
165'-0"TYPE IV
STAGE I TOTAL
55'-0"
4 220'-0"
TOTAL
TYPE V
9 495'-0"
STAGE II
55'-0"
55'-0"
55'-0"
55'-0"
55'-0"
BAR NUMBER SIZE TYPE WEIGHT WEIGHTLENGTHLENGTH
S2
S3*
REINFORCING STEEL LBS.
LBS.
CU. YDS.
No.
STR
1
3
6500 P.S.I. CONCRETE
#4
#4
#5
0.6" • L.R. STRANDS
4
5'-4"5'-4"
19 19
S1 3#58 38 384'-6"4'-6"
* EPOXY COATED
REINFORCING STEEL
S5 3#44 5'-5"
S6 3#44
S7 3#44
14 14
15 15
15 15
3#44 5'-9"15 15S8
5'-5"
5'-6"
5'-7"
5'-9"
5'-7"
5'-6"
TYPE I UNIT TYPE II UNIT
WEIGHTLENGTH
5'-4"
19
384'-6"
14
15
15
15
5'-5"
5'-6"
5'-7"
5'-9"
WEIGHTLENGTH
5'-4"
19
384'-6"
14
15
15
15
5'-5"
5'-6"
5'-7"
5'-9"
TYPE IV UNIT
CORED SLAB UNITBILL OF MATERIAL FOR ONE
WEIGHTLENGTH
5'-4"
19
384'-6"
14
15
15
15
5'-5"
5'-6"
5'-7"
5'-9"
TYPE V UNITTYPE III UNIT
5'-8"378
378
5'-8"378
378
112
64
399 399 399 399 399
B7 28'-3"75
571 571 571 571 571
28'-3"28'-3"75 75 7528'-3"28'-3"75
8.2 8.2 9.6 8.1 8.1
55' UNITS
2'-7†"
PARAPET HEIGHT
5/19
5/19 38HEIGHT" TABLEASPHALT THICKNESS & PARAPETVARIES SEE "GUTTERLINEGUTTERLINE ASPHALT THICKNESS & PARAPET HEIGHT
ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
12'-0"55'-0" (CORED SLAB UNIT SPAN A)12'-0"
5'-4‹"5'-0"5'-0"10 SPACES @ 5'-0" = 50'-0"5'-0"5'-0"3'-7†"
4-BOLT TEMPORARY GUARDRAIL ANCHOR ASSEMBLIES (11 REQ.)
8" ~ VOIDS
-L-
END BENT 1
FILL FACE @
WP #1
WP #2
END BENT 2
FILL FACE @
8" ~ VOIDS 8" ~ VOIDS
(TYP. UNLESS NOTED)
12'' ~ VOIDS
CONST. JOINT
3'-4…"1'-7†"
1'-7†"3'-4…"15'-0" (STAGE I CONSTRUCTION)(STAGE II CONSTRUCTION)11'-4Œ"RAIL POST SPACING FOR TEMPORARY GUARDRAIL - STAGE I
SHEET)
(SEE DETAIL THIS
ANCHOR ASSEMBLY
8" VOID
‚" (TYP.) RPW
ANCHOR ASSEMBLY
{ GUARDRAIL POST
‡" DIA. BOLT
FERRULE TO FIT
THREADED STEEL
7"1'-2"
2"2"
4"4"2"2"8•"11"11"
TEMPORARY GUARDRAIL ANCHOR ASSEMBLYSECTION OF ANCHOR ASSEMBLY LOCATION7"1'-9"1'-2"
ANCHOR ASSEMBLY
{ GUARDRAIL POST
7"( 4 ASSEMBLIES REQUIRED IN THE APPROACH SLABS )
( 11 ASSEMBLIES REQUIRED IN THE TYPE III CORED SLAB UNITS )
3'-0"
10"1'-4"10"
SIDE VIEW ELEVATION
MIN. LENGTH OF THREADS IN INSERT (FERRULE) : 2•"
SHEET 7 OF 7)
DRAWING 862.03
STANDARD
(SEE ROADWAY
GUARDRAIL
TEMPORARY
OF VOIDTO CENTERWIRE STRUT
0.375 DIA.
NEEDED)
SHOWN (AS
PLACED AS
#3 BARS
NEEDED)
SHOWN (AS
PLACED AS
#3 BARS
NOTES FOR TEMPORARY GUARDRAIL ON PROPOSED BRIDGE
FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.
PLUG FERRULES WITH GROUT UPON REMOVAL OF TEMPORARY GUARDRAIL BOLTS.
PAYMENT FOR ANCHORED TEMPORARY GUARDRAIL ARE INCLUDED IN TRAFFIC CONTROL.
AT THE CONTRACTOR'S OPTION, FERRULES WITH OPEN OR CLOSED ENDS MAY BE USED.
FERRULES TO BE PLUGGED DURING CASTING OF THE CORED SLAB UNITS AS RECOMMMENDED BY THE MANUFACTURER.
BID FOR "3'-0" x 1'-9" PRESTRESSED CONCRETE CORED SLABS".
THE COST OF THE ANCHOR ASSEMBLY COMPLETE IN PLACE, SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE
TO INSURE FIT.
ANCHOR ASSEMBLY WITH BOLTS SHALL BE ASSEMBLED IN THE SHOP. BOLT THREADS MAY BE RECUT AS NECESSARY
MINIMUM TENSILE STRENGTH OF 100,000 PSI.
C) WIRE STRUT SHOWN IN THE ANCHOR ASSEMBLY DETAIL ARE MINIMUM ALLOWABLE SIZE AND SHALL HAVE A
APPROVED BY THE ENGINEER.)
TO OR EXCEED THE MECHANICAL REQUIREMENTS OF ASTM A307. THE USE OF THIS ALTERNATE SHALL BE
USED AS AN ALTERNATIVE FOR THE ‡" DIA. x 5" GALVANIZED ANCHOR BOLTS. THEY SHALL CONFORM
SHALL BE GALVANIZED. (AT THE CONTRACTOR'S OPTION, STAINLESS STEEL BOLTS AND WASHERS MAY BE
B) 2-‡" DIA x 5" ANCHOR BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307. ANCHOR BOLTS
SHALL HAVE A MINIMUM LENGTH OF THREADS OF 2•".
A) FERRULES SHALL BE MADE FROM STEEL MEETING THE REQUIREMENTS OF AASHTO M169, GRADE 12L14 AND
THE ANCHOR ASSEMBLY FOR TEMPORARY GUARDRAIL SHALL CONSIST OF THE FOLLOWING :
4/19
S-15
38
5/19
(APPROACH SLAB)(APPROACH SLAB)
5/19
TEMPORARY GUARDRAIL
ANCHORAGE DETAILS FOR
57'-7‚" (W.P. #1 TO W.P. #2)
(TYPE III UNIT) ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
1'-4''1'-4''
3'-0''SPLICE NOT @
EXP. JT.
1''
PARAPET
ELEVATION
SEE ``RAIL POST SPACINGS AND END OF RAIL DETAILS'' SHEET S-18
NOTE : FOR ATTACHMENT OF METAL RAIL TO END POST, SEE SHEET S-18
( SEE NOTES )
TOOLED CONTRACTION JT.
PAY LENGTH =
NOTES
MATERIAL FOR SHIMS TO BE ASTM B209 ALLOY 6061-T6.
ALUMINUM RAILS
GALVANIZED STEEL RAILS
GENERAL NOTES
RIVETS: RIVETS SHALL MEET THE REQUIREMENTS OF ASTM A502 FOR GRADE 1 RIVETS.
CERTIFIED MILL REPORTS ARE REQUIRED FOR RAILS AND POSTS. SHOP INSPECTION IS NOT REQUIRED.
METAL RAIL POSTS SHALL BE SET NORMAL TO CURB GRADE.
ALLOY 6351-T5 MAY BE SUBSTITUTED FOR ALLOY 6061-T6 WHERE APPLICABLE.
SHIMS SHALL BE USED AS NECESSARY FOR POST ALIGNMENT.
MATERIAL FOR POSTS, BASES AND RAILS, EXPANSION BARS AND CLAMP BARS SHALL BE ASTM B-221 ALLOY 6061-T6.
MATERIAL AND GALVANIZING ARE TO CONFORM TO THE FOLLOWING SPECIFICATIONS:
FOR END OF RAIL TO CLEAR FACE OF CONCRETE END POST DIMENSION, SEE STANDARD NO. BMR2.
COATED WITH AN ALUMINUM IMPREGNATED CAULKING COMPOUND OF APPROVED QUALITY.
THE BASE OF RAIL POSTS, OR ANY OTHER ALUMINUM SURFACE IN CONTACT WITH CONCRETE SHALL BE THOROUGHLY
GALVANIZED TO AASHTO M111.
POST, POST BASES, RAILS, EXPANSION BARS AND CLAMP BARS: AASHTO M270 GRADE 36 STRUCTURAL STEEL -
BE SPLICED AS DETAILED. PANEL LENGTHS OF RAIL SHALL BE ATTACHED TO A MINIMUM OF THREE POSTS.
RAILING SHALL BE CONTINUOUS FROM END POST TO END POST OF BRIDGE. EACH JOINT IN RAIL LENGTH SHALL
SPECIFICATIONS TT-P-641.
RICH PAINT MEETING THE REQUIREMENTS OF FEDERAL SPECIFICATION MIL-P-26915 USAF TYPE 1, OR OF FEDERAL
THE CUT ENDS OF GALVANIZED STEEL RAILING, AFTER GRINDING SMOOTH SHALL BE GIVEN TWO COATS OF ZINC
AND SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M111.
RAIL CAPS: RAIL CAPS SHALL MEET THE REQUIREMENTS OF ASTM A570 FOR GRADE 33 OR A611 FOR GRADE C
BE GALVANIZED IN ACCORDANCE WITH AASHTO M111.
SHIMS: SHIMS SHALL MEET THE REQUIREMENTS OF ASTM A570 FOR GRADE 33 OR A611 FOR GRADE C AND SHALL
ASTM F844 EXCEPT THEY SHALL BE MADE FROM ALLOY 304 STAINLESS STEEL.
CAP SCREWS SHALL BE ASTM F593 ALLOY 305 STAINLESS STEEL. WASHERS SHALL MEET THE REQUIREMENTS OF
CURVATURE IN A UNIFORM MANNER ACCEPTABLE TO THE ENGINEER.
IN THE FIELD. IN EITHER EVENT, THE RAIL SHALL CONFORM WITHOUT BUCKLING OR KINKING TO THE REQUIRED
THE CONTRACTOR MAY, AT HIS OPTION, HAVE THE REQUIRED CURVATURE IN THE RAIL FORMED IN THE SHOP OR
CURVED RAIL USAGE: WHERE RAILS ARE TO BE USED ON BRIDGES ON HORIZONTAL AND/OR VERTICAL CURVATURE
APPEARANCE OF THE POST, BUT REMAINS VISIBLE AFTER RAIL PLACEMENT.
ON EACH POST. THE METHOD OF MARKING AND LOCATION SHALL BE SUCH THAT IT DOES NOT DETRACT FROM THE
TO INSURE FUTURE IDENTIFICATION OF THE FABRICATOR, A PERMANENT IDENTIFYING MARK SHALL BE PLACED
DESIRED, SHALL BE SUBMITTED FOR APPROVAL.
MINOR VARIATIONS IN DETAILS OF METAL RAIL WILL BE CONSIDERED. DETAILS OF SUCH VARIATIONS, IF
SPECIFICATIONS.
METHOD OF MEASUREMENT FOR METAL RAILS: FOR LENGTH OF METAL RAILS TO BE PAID FOR, SEE THE STANDARD
ARE REQUIRED FOR THOSE SEGMENTS LESS THAN 10 FEET IN LENGTH.
REQUIRED AT MIDPOINT OF PARAPET SEGMENTS LESS THAN 20 FEET IN LENGTH AND NO CONTRACTION JOINTS
BE LOCATED AT EACH THIRD POINT BETWEEN PARAPET EXPANSION JOINTS. ONLY ONE CONTRACTION JOINT IS
AND IN ACCORDANCE WITH ARTICLE 825-10(B) OF THE STANDARD SPECIFICATIONS. A CONTRACTION JOINT SHALL
GROOVED CONTRACTION JOINTS, •" IN DEPTH, SHALL BE TOOLED IN ALL EXPOSED FACES OF THE PARAPET
(APL) UNDER ``2 BAR METAL RAIL ALTERNATE''. ADJUSTMENTS TO THE CONCRETE PARAPET WILL NOT BE ALLOWED.
LRFDBRIDGE DESIGN SPECIFICATIONS AND MUST BE LISTED ON THE DEPARTMENT'S APPROVED PRODUCTS LIST
ALTERNATE TO THE 2 BAR METAL RAIL. THE ALTERNATE RAIL SHALL MEET THE REQUIREMENTS OF THE AASHTO
UNLESS OTHERWISE REQUIRED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR HAS THE OPTION TO USE AN
ON THE PROJECT FOR WHICH METAL RAIL IS DESIGNATED.
MATERIALS; HOWEVER, THE CONTRACTOR WILL BE REQUIRED TO USE THE SAME RAIL MATERIAL ON ALL STRUCTURES
WITH THE REQUIREMENTS OF THE GENERAL NOTES AND THE FOLLOWING SPECIFICATIONS FOR THE ALTERNATE
AT THE CONTRACTOR'S OPTION, METAL RAIL MAY BE EITHER ALUMINUM OR GALVANIZED STEEL IN ACCORDANCE
POINT COLD DRIVEN AS PER DRAWING.
MATERIAL FOR RIVETS SHALL BE ASTM B316 ALLOY 6061-T6. RIVETS SHALL BE STANDARD BUTTON HEAD AND CONE
DETAILS OF POST
FRONT ELEVATION SIDE ELEVATION
1‡''1‡''1•''2‚''•''ˆ''•''4‚''1„''1'-11•''PLAN
‚''
‚''‚''‚''1''
•''1ƒ''1''4‚''5ƒ''
2‡''1ƒ''1ƒ''1'-8†''(TYP.)8†''SLOTS
Œ'' X Ž''
STAINLESS STEEL CAP SCREW
‡'' DEEP FOR …'' ~ X 1 •''
…'' ~ [16 THREAD] TAP
Š'' ~ DRILL 1'' DEEP &
PUNCHED FOR RIVETS
4 - .766'' ~ HOLES
AND RAIL
SECTION THRU PARAPET
4†''
4''
1'-2''2'-0''2'-6''1'-0''2''5…''
CONST.JT.1'-10''10''1''
ANCHOR ASSEMBLY
ROUND WASHERS
4- ƒ'' • BOLTS WITH
4†''
6Ž''
HOLES
‡'' •
•''1''7•''5•''3ƒ''CAP SCREW
FOR …'' ~ [16 THREAD]
DRILL & COUNTER BORE
( |.005'' )RIVET DETAIL1.375''.750''
.745''
SIDE ELEVATION
FRONT ELEVATION
POST BASE DETAILS
1''3ƒ''
5ƒ''
‡''5ƒ''2''2‚''‚''
‚''†''•''‡''2''2‚''’''PERMITTED WELD
2Š''
AS SHOWN.
EXTRUSIONS WELDED TOGETHER
AS ONE EXTRUSION OR TWO
NOTE : BASE CAN BE SUPPLIED
FOR RIVETS
HOLES PUNCHED
4 - .766'' ~
PLAN
STANDARD
2 BAR METAL RAIL
SHEET 1 OF 2
CHECKED BY :
DATE :
DATE :
ASSEMBLED BY :JLA
MGC
DRAWN BY : EEM 6/94
CHECKED BY : RGW 6/94 REV. 6/13 MAA/GM
REV. 12/17 MAA/THC
REV. 10/1/11 MAA/GM
93.66 LIN. FT.
STD. NO. BMR3
S-16
4/19
5/19
38ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
S-17•''Œ''“''
ˆ''•''•''‚''‰''1š''1''
CLAMP BAR DETAIL
5ƒ''
3ƒ''CLAMP ASSEMBLY
( 4 REQUIRED PER POST )
›''
ˆ'' THICK WASHER (TYP.)
HEX HEAD CAP SCREW & 1ˆ'' O.D., ˜'' I.D.,
•'' • [13 THREAD] HOLE FOR •'' • X 1'' STAINLESS STEEL
“''•''
3 •''š''
‹''
1…''‚''3 Œ''BAR SECTION•''ƒ''…''…''‚''
„''
DIMPLE ``A''‚''‚''DIA.DIA.DIMPLE ``B''
7''8''3''
3'-0''
DIMPLE ``B''
DIMPLE ``A''B
B
SECTION B - B
EXPANSION BAR DETAILS
4''
RAIL SECTION
AXIS
MINOR
4 ƒ''
ƒ''
„''
•''
‚''
—''4''ƒ''„''Š''‰''ˆ''
Š''
SHIM DETAILS
‡''
REAR PLATEFRONT PLATE
2‚''
1…''5•''7…''•''•''2‚''
1‚''5•''7…''•''•''1''
AXIS
MINORSECTION
TO FIT RAIL
CUTLINE )
( PERMITTED
À ‡'' • HOLES
CUTLINE )
( PERMITTED
À ‡'' • HOLES
SEMI-ELLIPSE
MAJOR
AXIS
SLOTTED TO EDGE OF PLATE TO FACILITATE PLACEMENT.
SHIMS MAY BE CUT ALONG PERMITTED CUTLINE OR
NOTE :
4 ƒ''4''RAIL CAP
”''
CHECKED BY :
DATE :
DATE :
ASSEMBLED BY :JLA
MGC
DRAWN BY : EEM 6/94
CHECKED BY : RGW 6/94
REV. 12/17 MAA/THC
MAA/GM
KMM/GM
REV. 10/1/11
REV. 5/1/06R
STANDARD
2 BAR METAL RAIL
SHEET 2 OF 2
( 20 ASSEMBLIES REQUIRED )
THREADED STEEL INSERTS
WITH CLOSED BOTTOM TO
ROUND WASHER.
ELEVATION
RPW
SIDE VIEW
4 †''5 •''4 †''7''5 •''
PLAN
‚'' ( TYP.)
4-BOLT METAL RAIL ANCHOR ASSEMBLY
FIT ƒ'' • BOLT WITH
STRUT
WIRE
0.375" •
NOTES
D.
E.
F.
C.
B.
STRUCTURAL CONCRETE ANCHOR ASSEMBLY
A.
FOLLOWING COMPONENTS :
THE STRUCTURAL CONCRETE ANCHOR ASSEMBLY SHALL CONSIST OF THE
POSITION.
BOLTS TO BE TIGHTENED ONE-HALF TURN WITH A WRENCH FROM A FINGER-TIGHT

OF METAL RAIL.
COMPLETE IN PLACE SHALL BE INCLUDED IN THE PRICE BID FOR LINEAR FEET
THE COST OF THE METAL RAIL ANCHOR ASSEMBLY WITH BOLTS AND WASHERS

CONFORM TO REQUIREMENTS OF AASHTO M111.
THE METAL RAIL ANCHOR ASSEMBLIES TO BE HOT DIPPED GALVANIZED TO

STRENGTH OF 90,000 PSI IS ACCEPTABLE.
100,000 PSI. AS AN OPTION, A ‹'' ~ WIRE STRUT WITH A MINIMUM TENSILE
MINIMUM ALLOWABLE SIZE AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF
WIRE STRUT SHOWN IN THE CONCRETE ANCHOR ASSEMBLY DETAIL IS THE

ENGINEER.
OF ASTM A307. THE USE OF THIS ALTERNATE SHALL BE APPROVED BY THE
WASHERS. THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS
USED AS AN ALTERNATE FOR THE ƒ'' ~ X 2•'' GALVANIZED BOLTS AND
AT THE CONTRACTOR'S OPTION, STAINLESS STEEL BOLTS AND WASHERS MAY BE
REQUIREMENTS OF ASTM A307. BOLTS AND WASHERS SHALL BE GALVANIZED.
4 - ƒ'' ~ X 2•'' BOLTS WITH WASHERS. BOLTS SHALL CONFORM TO THE

FOR ƒ'' FERRULES.
M169, GRADE 12L14 AND SHALL HAVE A MINIMUM LENGTH OF THREADS OF 2''
FERRULES SHALL BE MADE FROM STEEL MEETING THE REQUIREMENTS OF AASHTO
ASTM F844 EXCEPT THEY SHALL BE MADE FROM ALLOY 304 STAINLESS STEEL.
ALLOY 304 STAINLESS STEEL AND WASHERS SHALL MEET THE REQUIREMENTS OF
PSI ULTIMATE STRENGTH. NUTS SHALL MEET THE REQUIREMENTS OF ASTM F594
REQUIREMENTS OF ASTM F593 ALLOY 304 STAINLESS STEEL WITH MINIMUM 75,000
WHEN ADHESIVELY ANCHORED ANCHOR BOLTS ARE USED, BOLTS SHALL MEET THE
BOLTS OR DOWELS, SEE THE STANDARD SPECIFICATIONS.
YIELD LOAD OF THE ƒ" ~ BOLT IS 10 KIPS. FOR ADHESIVELY ANCHORED ANCHOR
METAL RAIL ANCHOR ASSEMBLY. LEVEL ONE FIELD TESTING IS REQUIRED, AND THE
THE CONTRACTOR MAY USE ADHESIVELY ANCHORED ANCHOR BOLTS IN PLACE OF THE
1‚''
STD. NO. BMR4
4/19
5/19
38ENGINEER
PROFESSIONAL
SEAL
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20125
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NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
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SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
A MINIMUM TENSILE STRENGTH OF 90,000 PSI IS ACCEPTABLE.
SHALL HAVE A MINIMUM TENSILE STRENGTH OF 100,000 PSI. AS AN OPTION, A ‹'' ~ WIRE STRUT WITH
WIRE STRUT SHOWN IN THE CONCRETE INSERT ASSEMBLY DETAIL IS THE MINIMUM ALLOWABLE SIZE AND

SHALL BE APPROVED BY THE ENGINEER.)
CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS OF ASTM A307. THE USE OF THIS ALTERNATE
MAY BE USED AS AN ALTERNATE FOR THE ƒ'' ~ X 1†'' GALVANIZED BOLT AND WASHER. THEY SHALL
AND WASHER SHALL BE GALVANIZED. ( AT THE CONTRACTOR'S OPTION, STAINLESS STEEL BOLT AND WASHER
1 - ƒ'' • X 1†'' BOLT WITH WASHER. BOLT SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307. BOLT

SHALL HAVE A MINIMUM LENGTH OF THREADS OF 1•''.
FERRULES SHALL BE MADE FROM STEEL MEETING THE REQUIREMENTS OF AASHTO M169, GRADE 12L14 AND
NOTES
STRUCTURAL CONCRETE INSERT
METAL RAIL TO END POST CONNECTION
NOTES
THE STRUCTURAL CONCRETE INSERT ASSEMBLY SHALL CONSIST OF THE FOLLOWING COMPONENTS:
•'' • PIPE SLEEVES (IF REQUIRED) TO BE GALVANIZED.

STANDARD CLAMP BARS ( SEE METAL RAIL SHEET ).

305 STAINLESS STEEL. CAP SCREWS TO BE CENTERED IN SLOTS AT 60°F.
CAP SCREWS FOR RAIL ATTACHMENT TO ANGLE SHALL CONFORM TO THE REQUIREMENTS OF ASTM F593 ALLOY

SHALL HAVE N. C. THREADS.
FERRULES SHALL ENGAGE A ƒ''• X 1†'' BOLT WITH 2'' O.D. WASHER IN PLACE. THE ƒ''• X 1†'' BOLT
ƒ'' STRUCTURAL CONCRETE INSERT SHALL HAVE A WORKING LOAD SHEAR CAPACITY OF 4800 LBS. THE

•'' PLATES SHALL CONFORM TO AASHTO M270 GRADE 36 AND SHALL BE GALVANIZED AFTER FABRICATION.
THE METAL RAIL TO END POST CONNECTION SHALL CONSIST OF THE FOLLOWING COMPONENTS:
ADHESIVE BONDING SYSTEM IS NOT REQUIRED.
THAT APPLY TO THE ƒ'' • X 1†'' BOLT SHALL APPLY TO THE ƒ''• X 6 •'' BOLT. FIELD TESTING OF THE
BOLT WITH WASHER SHALL BE REPLACED WITH A ƒ''• X 6•'' BOLT AND 2'' O.D. WASHER. ALL SPECIFICATIONS
CONCRETE INSERT EMBEDDED IN THE END POST. IF THE ADHESIVE BONDING SYSTEM IS USED, THE ƒ'' • X 1†''
THE CONTRACTOR, AT HIS OPTION, MAY USE AN ADHESIVE BONDING SYSTEM IN LIEU OF THE STRUCTURAL

SHALL BE INCLUDED IN THE VARIOUS PAY ITEMS.
THE COST OF THE ƒ'' STRUCTURAL CONCRETE INSERT ASSEMBLY, AND THE •'' PLATES COMPLETE IN PLACE

THE ƒ'' STRUCTURAL CONCRETE INSERT WITH BOLT SHALL BE ASSEMBLED IN THE SHOP.

SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR LINEAR FEET OF 1 OR 2 BAR METAL RAILS.
THE COST OF THE STANDARD CLAMP BARS AND CAP SCREWS USED IN THE METAL RAIL TO END POST CONNECTION APPROX.4''FERRULE
ELEVATIONPLAN
*
STRUCTURAL CONCRETE
INSERT
STRENGTH OF THE WIRE.
FERRULE SHALL DEVELOP THE TENSILE
* EACH WELDED ATTACHMENT OF WIRE TO
CLOSED-END
FERRULECONTACT POINTS )
R.P.W.( TYP.ALL
WIRE STRUT
.375'' ~
PLAN - RAIL AND END POST
1'-4''
FACE
ROADWAY
H
BAR CLAMP
STANDARD
RAIL SECTION
ATTACHMENT BRACKET
H
1 •''
AND 2'' O.D.WASHER
ƒ'' • X 1†'' BOLT
À RAIL POST
ˆ'' THICK WASHER
SCREWS & 1ˆ'' O.D., ˜'' I.D.,
STAINLESS STEEL HEX HEAD CAP
À •'' ~ [13 THREAD] X 1‚''
CONCRETE INSERT
7 ‡''
À ƒ'' STRUCTURAL
END VIEW (FIX AND EXP.)
SECTION H-H (FIX)
RAIL SECTION
CLAMP BAR
STANDARD
•'' }
2''2''
4''2 •''4 •''ELEVATION
TOP VIEW 4''11''
3 •''
•'' }
•'' }
‡'' 1ƒ''‡''3 ƒ''
À 1•'' • HOLE
À Ž'' X 1'' SLOTS
À Ž'' X 1'' SLOTS
À 1•'' • HOLE
À 1•'' • HOLE
À SLOTS
ˆ'' THICK WASHER
1ˆ'' O.D., ˜'' I.D.,
HEAD CAP SCREWS &
STAINLESS STEEL HEX
À •'' ~ [13 THREAD] X 1‚''
•'' X 4'' X 4'' }
•'' X 4'' X 11'' } AND
ANGLE TO BE MADE FROM
FIXED
DETAILS FOR ATTACHING METAL RAIL TO END POST
PLAN OF RAIL POST SPACINGS
RIGHT SIDE SHOWN; LEFT SIDE SIMILAR.
A.
B.
C.
A.
B.
C.
D.
E.
CHECKED BY :
DATE :
DATE :
ASSEMBLED BY :NMW
MGC
CHECKED BY : CRK 3/89
DRAWN BY : FCJ 1/88
REV. 12/17 MAA/THC
REV. 10/1/11 MAA/GM
REV. 5/1/06 TLA/GM
END OF RAIL DETAILS
AND
RAIL POST SPACINGS
3'-9"1'-2"1"3'-9"
END POSTEND POST
10 POSTS SPACED AS SHOWN
1'-4"1'-4"
BENT 1
AT END
FILL FACE
-L-
BENT 2
AT END
FILL FACE
57'-7‰" = LENGTH OF BRIDGE (FILL FACE TO FILL FACE)
2'-11"2'-11"5 SPACES @ 6'-6"
STD. NO. BMR2
4/19
2'-10•"2'-10•"
S-185/19
38ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
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20125
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NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
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RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
3'-9"
5 #7 "E" @ 9•" CTS.
(EA. FACE)
2•"7‡"INSERTS
{ CONC.
#6 "F" BARS
1'-2"1"1'-10"
ANCHOR ASSEMBLY
{ GUARDRAIL
1"1'-2"#5 B14 BARS
6"
CONST. JT.
PERMITTED
#5 S4
#5 S3 &
1'-0" #5 S3 & #5 S4 @ 1'-0" CTS. #5 S3 & #5 S4 @ 6" CTS.
PLAN OF PARAPET PLAN OF END POST
END VIEW ELEVATION
1'-2" x 2'-8ƒ" CONCRETE PARAPET AND END POST
CONST. JT.
#5 S3#5 S3
(EA. FACE)
#5 B14 BARS
#5 S3)
(PAIR W/
#5 S4 2'-2"2'-8ƒ"PARAPET1'-0"10"#6 F1
#7 E5
#6 F2 OR #6 F4
CONST. JT.
PERMITTED
INSERTS
{ CONC.
#6 F5
#6 F3 OR
#7 E4
#7 E3
#7 E2
1"2'-1"#7 E1
9•" CTS. (EA. FACE)
#7 "E" BARS @
6"
2•"
3'-9"
#5 S3 4'-10ƒ"3…" CL.CONST. JT.
#5 S42" CL.#6 F3
(EA. FACE)
#6 F1
1'-2"
CONST. JT.
PERMITTED
#6 F2
#6 F4
#7 "E" BARS
#6 F5
1'-9"8 #5 B14 BARS9"3"2" CL.3" CL. ASSEMBLY
ANCHOR
{ GUARDRAIL
2"9"8"4'-8"BAR NO.SIZE TYPE LENGTH WEIGHT
#5
* EPOXY COATED REINFORCING STEEL
CLASS "AA" CONCRETE
1
BAR TYPES
BAR DIMENSIONS ARE OUT TO OUT.
9•"
1
NOTES:2'-5‚"#5 STR.15'-7"64
128 5'-8"
2,220 LBS.
13.6 C.Y.
#7 STR.
* F1 #6 STR.
#7 STR.
#7 STR.
#7 STR.
* E5 #7 STR.
* E1
* E2
* E3
* E4
#6 STR.
#6 STR.
* F2
* F3
2'-11"
3'-5"
3'-10"
4'-4"
4'-8"
3'-8"
#6 STR.* F4
#6 STR.* F5
8
8
8
8
8
48
56
63
71
76
8
4
4
4
4
3'-1"
3'-6"
4'-0"
23
19
22
21
24
1'-11"
757
1'-2" x 2'-8ƒ" CONCRETE PARAPET 110.00 L.F.
WITH THE CORED SLAB BILL OF MATERIAL.
QUANTITIES FOR THE #5 S3 BARS ARE INCLUDED
* S4
FOUR END POSTSPARAPETS &
BILL OF MATERIAL FOR
* B14 1,040
CHECKED BY :
DATE :
DATE :
DRAWN BY :JLA
MGC
4/19
S-19
1'-2" x 2'-8ƒ" CONCRETE
PARAPET AND
END POST DETAILS2ƒ"5/19 38ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
PLAN
GUARDRAIL ANCHOR ASSEMBLY DETAILS
END VIEW
À GUARDRAIL
ANCHOR ASSEMBLY
11"1'-6"À 1ˆ" ~ HOLES (TYP.)
‚" HOLD-DOWN }
ASSEMBLY
ANCHOR
À GUARDRAIL
‚" HOLD-DOWN }
1‚" ~ HOLE (TYP.)3•"3Ž"3Ž"3•"ANCHOR ASSEMBLY
À GUARDRAIL
4"4"3 •"3 Ž"3 Ž"3 •"WASHERS (TYP.)
WITH ROUND
{ ‡" ~ X 1'-4" BOLT
1'-2"
NOTES

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

CLEAR ASSEMBLY BOLTS.
THE VERTICAL REINFORCING BARS MAY BE SHIFTED SLIGHTLY IN THE END POST TO

COMPLETE IN PLACE, SHALL BE INCLUDED IN THE VARIOUS PAY ITEMS.
THE COST OF THE GUARDRAIL ANCHOR ASSEMBLIES WITH BOLTS, NUTS AND WASHERS

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 THE PARAPET. 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
* LOCATION OF GUARDRAIL ATTACHMENT
SKETCH SHOWING POINTS OF ATTACHMENT
UNITS @ EB 1
CORED SLAB
END OF
UNITS @ EB 2
CORED SLAB
END OF
END VIEW
1'-2"4'-8"(TWO BAR METAL RAIL)
{ GUARDRAIL
ANCHOR ASSEMBLY
1'-10"
4"
4"
ANCHOR ASSEMBLY
{ GUARDRAIL
4"
4"
1'-10"
ANCHOR ASSEMBLY
{ GUARDRAIL
PLAN
LOCATION OF GUARDRAIL ANCHOR AT END POST
CONST. JT1'-9"(END BENT 1 SHOWN, END BENT 2 SIMILAR)
UNITS @ EB 1
CORED SLAB
END OF
CHECKED BY :
DATE :
DATE :
ASSEMBLED BY :
DRAWN BY : MAA 5/10
CHECKED BY : GM 5/10
REV. 1/15 MAA/TMG
REV. 12/17 MAA/THC
REV. 5/18 MAA/THC
JLA
MGC
4/19
S-20
STD. NO. GRA3
STANDARD
FOR METAL RAILS
DETAILS
GUARDRAIL ANCHORAGE
38
5/19 ENGINEER
PROFESSIONAL
SEAL
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20125
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hsramcheek,jr.
X X
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
27.4287
4•"11‹"
17'-6"4'-2•"
22'-3•"
3'-9‡"15'-0„"4'-2•"
1'-10"1'-7Œ"1'-10"
1'-7Š"0‚"
1'-7Œ" NOTES6 - PZ27 STEEL SHEET PILES10'-7„"7'-6"2'-5•"7'-0†"1'-6"5'-3†"1'-9"1'-0ƒ"1'-6"1'-0"7'-0†"
1'-3"DOWELS{ BRG. &{ PILESW.P. 1
-L-
FILL FACE
(TYP.)(TYP.)(TYP.)

(SHEET 7 OF 7)
SEE DETAIL "A"1'-7•" TO1'-4•" TO3'-3" TO{ SHEET PILES(SHEET 3 OF 7)
SEE DETAIL "B"
A
C
B
D 9'-11•"17 - PZ27 STEEL SHEET PILES = 25'-6"
22 - #5 S4 @ 1'-0" CTS.
S-21
SHEET 1 OF 7
7'-8ƒ"
8'-6"8'-6"
9‚"
7"7"
4-#9 "B"
7"
3
4
5
ELEVATIONS
TOP OF PILE
2,338.91
2,338.56
2,339.26
1'-0"(LEVEL)
TOP OF WING
EL. 2,343.46
2'-6"OF WING
UPPER PART
POUR #2
(TYP.)
CONST. JT.
(6 REQ'D)
OVER PILES @ 4'-0" CTS.
#4 B9 UNDER #4 B10
7"
6"
(TYP.)
EMBEDMENT
1'-0" MIN. @ 5'-0" CTS.
(TYP. EA. PILE)
2-#4 S3
12-#4 S1 & S2 @ 8" CTS.
(TYP. EACH BAY)
#4 S1 & S2
1'-0" PROJ. TYP.
#9 "B" BARS
2'-7" PROJ. TYP.
#4 "B" BARS
@ 8" CTS.
5-#4 S1 & S2
{ HP 12 x 53 STEEL PILES
543
3" HIGH BEAM BOLSTER
PLAN
ELEVATION
FOR SECTION A-A, SEE SHEET 7 OF 7.
WING & SHEET PILES NOT SHOWN FOR CLARITY.
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
W2
A
A
WORK LINE
3 OF 7)
DETAIL (SHEET
SEE SHEAR KEY
X
(EA. FACE)
#4 "B"
POINTS TOP OF CAP BOTTOM OF CAP
CAP ELEVATIONS
2,338.462,340.96A
2,337.462,339.96B
2,338.292,340.79C
2,337.402,339.90D2'-9""B" BARS)
(TYP. #9
COUPLERS
MECHANICAL
5/19
5/19
38
38'-2" (STAGE I & STAGE II)
21'-8•" (STAGE I)
0.0410
(OVER PILES)
4-#4 B10
MAT'L.
1" EXP. JT.
STAGE I
END BENT 1
18'-1‹"
5/19
EXT. TANGENT
DETAILS SHEET 5 OF 7.
FOR WING DETAILS, SEE STAGE I WING
FOR PILE SPLICE DETAILS, SEE SHEET 7 OF 7.
CAST IF SLIP FORMING IS USED.
VERTICAL CONCRETE BARRIER RAIL IS
THE WING SHALL BE POURED AFTER THE
THE CONCRETE IN THE SHADED AREA OF
NECESSARY TO CLEAR DOWELS.
STIRRUPS IN CAP MAY BE SHIFTED AS
120°00'00"7'-5‡"7'-5‡"
PART OF WING
CAP & LOWER
POUR #1
EXTENDED FROM THE PT AT STATION 12+73.73 -L-
NOTE TO CONTRACTOR: W.P. #1 IS LOCATED ON THE TANGENT
ENGINEER
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20125
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NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
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SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
27.4287
POINTS TOP OF CAP BOTTOM OF CAP
CAP ELEVATIONS
2,337.462,339.96B
2,337.402,339.90D
2,336.852,339.35E
2,336.722,339.22F
W.P. 1
XX
SHEET 2 OF 7
1
2
ELEVATIONS
TOP OF PILE
2,337.86
2,338.21
1'-3"
4'-2•"10'-9†"2'-10•"
4'-9„"
1'-0"
1'-6"
6'-0•"6'-5•"1'-9"10'-5•"9"8'-2•"1'-6"2'-9"12'-
1‹
"
9'-
6‚
"
2'-
0‚
"
7'-
6"
2'-
7
‰"5•"5•"5•"9 - PZ27 STEEL SHEET PILES = 13'-6"
15 - #5 S4 @ 1'-0" CTS.
19'-0•"

7•"
-L-DOWELS{ BRG. &{ PILES1'-7•" TO1'-4•" TO3'-3" TO{ SHEET PILESD
B
F
ECHAMFERCHAMFER
9'-3•"
7"
7"
6"
12-#4 S1 & S2 @ 8" CTS.
(TYP. EACH BAY)1'-0"(LEVEL)
TOP OF WING
EL. 2,341.85
(TYP.)
CONST. JT.CHAMFER6 -
P
Z
2
7
S
T
E
E
L
S
HE
E
T
PI
L
E
S
2'-6" OF WING
UPPER PART
POUR #2
(TYP.)
EMBEDMENT
1'-0" MIN. #4 S1 & S2
1'-1Š"1'-10"1'-7Œ"
(TYP.)(TYP.)
(SHEET 4 OF 7)
SEE DETAIL "C"
(SHEET 7 OF 7)
SEE DETAIL "A"
(EA. FACE)
#4 "B"
(TYP. EA. PILE)
2-#4 S3
OVER PILES
4-#4 B22
7"
7-#4 S1 & S2
(TYP. EACH BAY)
@ 8" CTS.
4-#9 "B"
B
B
JT.
CONST.
@ 5'-0" CTS.
3" HIGH BEAM BOLSTER NOTES
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
PLAN
{ HP 12 x 53 STEEL PILES
1 2
ELEVATION
FOR SECTION B-B, SEE SHEET 7 OF 7.
WING & SHEET PILES NOT SHOWN FOR CLARITY.
WORK LINE
W1
(4 REQ'D)
OVER PILES @ 4'-0" CTS.
#4 B21 UNDER #4 B22
S-22
5/19
5/19
38
STAGE II
END BENT 1
MAT'L.
1" EXP. JT.
5/19
STAGE I
38'-2" (STAGE I & STAGE II)
EXT. TANGENT
5'-1"8'-6"
PART OF WING
CAP & LOWER
POUR #1
4'-2•"16'-5•" (STAGE II)
120°00'00"
WING DETAILS, SHEET 6 OF 7.
FOR WING DETAILS, SEE STAGE II
FOR PILE SPLICE DETAILS, SEE SHEET 7 OF 7.
CAST IF SLIP FORMING IS USED.
VERTICAL CONCRETE BARRIER RAIL IS
THE WING SHALL BE POURED AFTER THE
THE CONCRETE IN THE SHADED AREA OF
NECESSARY TO CLEAR DOWELS.
STIRRUPS IN CAP MAY BE SHIFTED AS
EXTENDED FROM THE PT AT STATION 12+73.73 -L-
NOTE TO CONTRACTOR: W.P. #1 IS LOCATED ON THE TANGENT
0.0410
ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
21'-8•"
17'-6"4'-2•"
1'-0"
(TYP.)
#9 B1 #9 B2
#9 B3 #9 B4
-L-

W2
FACE
FILL
W2W2
1'-0"
(TYP.)
-L-
21'-8•"
17'-6"4'-2•"
#9 B6 #9 B4
#9 B5#9 B1
FACE
FILL
SHEAR KEY DETAIL
SECTION F-F
F
F1'-0"9"2‚"7•"1'-0"9"2‚"
(TYP.)
OF CAP
BOTTOM
OF CAP
BOTTOM(TYP.)FACE
FILL
10•"1'-0"10•"
2'-9"
SHEET 3 OF 7
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
5/19
5/19
38
S-23
MACON #550181
DETAILS
STAGE I
END BENT 1
5/19
EXT. TANGENT
EXT. TANGENT
W.P. 1
W.P. 1
#9 "B" BARS - TOP OF CAP STAGE I
#9 "B" BARS - BOTTOM OF CAP STAGE I
(TYP.)
COUPLER
MECHANICAL
(TYP.)
COUPLER
MECHANICAL
PZ90
PZ27
DETAIL "B"
120°00'00"
120°00'00"ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
SHEET 4 OF 7
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
W1
W1
W.P. 1

-L-
FACE
FILL
W.P. 1

-L-
FACE
FILL
4'-2•"16'-5•"
4'-2•"16'-5•"
S-24
5/19
5/19
38
DETAILS
STAGE II
END BENT 1
5/19
#9 B15 #9 B16
#9 B13 #9 B14
#9 B13 #9 B17
#9 B18 #9 B16
PZ90
PZ27
PZ135
DETAIL "C"
120°00'00"
120°00'00"
#9 "B" BARS - TOP OF CAP STAGE II
#9 "B" BARS - BOTTOM OF CAP STAGE II ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
PLAN OF WING W2
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
13.7143
10'-7„"
2'-5•"7'-6"
7‹"9'-11•"
3"1'-6"1'-0"SHEET 5 OF 71'-9"1'-0"1'-6"2'-9"4'-3"6"3'-9‡"4'-9Ž"2" CL.2" CL.2" CL.2" CL.2" CL.FACE
FILL
7-#4 V1 @ 1'-0" CTS.
(EA. FACE)
10-#5 U1 @ 1'-0" CTS.
#5 B12 2 SPA. @ 1'-0" CTS.(EA. FACE)12- #4 V1 SPACED AS SHOWN22-#5 S4 @ 1'-0" CTS.#4 H2#4 H1
(LEVEL)
TOP OF WING
(LEVEL)
BOTTOM OF WING
3"
#4 V1 BARS (EA. FACE)
(SPACED AS SHOWN ABOVE)1'-6"2 SPA. @2 SPA. @1'-0" CTS.3"6-#4 H1 (FRONT FACE)6-#4 H2 (FILL FACE11" CTS.Y
Y EMBEDMENT1'-0" SHEET PILEPOUR #2POUR #1ELEVATION OF WING W2
CONST. JT.6-#4 H1 (FRONT FACE)6-#4 H2 (FILL FACE3"2 SPA. @ 11" CTS.2 SPA. @ 1'-0" CTS.FACE
FILL
•"1'-6"1'-0"
1'-0"1'-6"
2'-6"
#5 U1 (TYP.)
SHEET PILE FOR
MAX. HOLE IN
DRILL 2" ~
#5 B12
2-#5 B12
1'-5"
2" CL.
#4 V1
CONST. JT.
B.B.
3" HIGH
#5 U1
2" CL.2" CL.
SECTION Y-Y
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
3" HIGH B.B. @ 5'-0" CTS.
6 - PZ27 STEEL SHEET PILES = 9'-0"
#4 K1
2'-6"#4 K1 (EA. FACE)11"11"5/19
5/19
S-25
38
WING DETAILS
STAGE I
END BENT 1
5/19
4"
#4 V1
MAT'L.
1" EXP. JT.
(SHEET 3 OF 7)
SEE DETAIL "B"ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
13.7143
SHEET 6 OF 73"2 SPA. @ 11" CTS.2 SPA. @ 1'-0" CTS.FACE
FILL
•"1'-6"1'-0"
1'-0"1'-6"
2'-6"
#5 U1 (TYP.)
SHEET PILE FOR
MAX. HOLE IN
DRILL 2" ~
1'-5"
2" CL.
#4 V1
CONST. JT.
B.B.
3" HIGH
#5 U1
2" CL.2" CL.
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
PLAN OF WING W1
ELEVATION OF WING W1
#4 V1 BARS (EA. FACE)
(SPACED AS SHOWN ABOVE)
(LEVEL)
TOP OF WING
3" HIGH B.B. @ 5'-0" CTS.
(LEVEL)
BOTTOM OF WING
X
X
1'-6"EMBEDMENT1'-0" SHEET PILEPOUR #2POUR #12'-
9"
1'-
6"
4'-
3"
1'-
0"
1'-
9"
2" CL.
2" CL.2'-10•"4'-0Ž"2" CL.2 SPA. @10-#4 V1 SPACED AS SHOWN3"8"
12'-1‹"
9'-6‚"2'-7‰"
7'-6"2'-0‚"
3"
9 - #5 U1 @ 1'-0" CTS.6"
5•
"CHAMFER5•
"CHAMFER5•
"CHAMFER(EA. FACE)1'-0" CTS.FACE
FILL
#4 K2
6 - #4 V1 @ 1'-0" CTS.
(EA. FACE)
#4 H3
2" CL.2" CL.1'-6"1'-0"2'-6"2 SPA. @3"2 SPA. @1'-0" CTS.11" CTS.CONST. JT.
S-266-#4 H3 (EACH FACE)6-#4 H3 (EACH FACE)#4 V1
SECTION X-X15-#5 S4 @ 1'-0" CTS.11"11"5/19
5/19
38
WING DETAILS
STAGE II
END BENT 1
5/19
#5 B25 2-#5 B25
#5 B25
(SHEET 4 OF 7)
SEE DETAIL "C"
6 - PZ27 STEEL SHEET PILES = 9'-0"
(EA. FACE)
#4 K2 BARS
ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
27.4287
S-27
SHEET 7 OF 7
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
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.
TEMPORARY DRAINAGE AT END BENT
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
MINIMUM OF 3- ONE CUBIC
FOOT BAGS OF #78M STONE.
BAGS SHALL BE OF POROUS
FOR DRAINAGE
GRADE TO DRAIN
TOE OF SLOPE
6" ( MIN.) PIPE FABRIC,SECURELY TIED.
45
60
4560
POSITION OF PILE DURING WELDING.
DETAIL B
0'' TO „''
0'' TO „''0'' TO „''0'' TO „''PILE SPLICE DETAILS+10°-0°10°
0°
BACK GOUGE
BACK GOUGE
DETAIL A
DETAIL B
DETAIL A
PILE VERTICAL
OR VERTICAL
PILE HORIZONTAL
5/19
5/19
38
DETAILS
STAGE I & II
END BENT 14"4"
SLAB UNIT
{ CORED
{ BEARING
2'-6"
1'-3"1'-3"
1'-10"
11"11"
FILL FACE
DETAIL ``A''
(TYP.)
9" ABOVE CAP
TO PROJECT
#6 D1 DOWELS
PAD (TYPE I) (TYP.)
ELASTOMERIC BRG.
1" X 8" X 2'-6"1'-7•"4"
4"
1'-6"1'-0"(TYP.)
(TYP.)
(TYP.)
AS SHOWN.
SHEET PILE CONNECTION
WELDED TO EVERY OTHER
ƒ" ~ x 5" ANCHOR STUDS
ANCHOR STUD DETAIL
5"6"1'-0"1'-3"2'-6"1'-6"1'-6"•"6"1'-0"10"11"1'-0"
2" CL.
1'-7•"
#4 B7
(OVER PILES)
@ 4" CTS.
4-#4 B10
#4 S2
#4 S3
2'-9"
4'-3"
1'-0"1'-10•"1'-4•"
#5 B11
2-#5 B11
SHEET PILES
{ PZ27 STEEL
FACE
FILL
(MIN.)2" CL.
1'-0" CTS.
#5 S4 @
STUD DETAIL"
SEE "ANCHOR9"(TYP.)
1'-5"8"
#4 B9
STEEL PILES
{ HP 12x53 2" CL.{ #6 D1 DOWEL
1'-6•"SECTION A-A
#4 S1
#4 B8
3" HIGH B.B.
5/19 5"6"1'-0"1'-3"2'-6"1'-6"1'-6"•"6"1'-0"10"11"1'-0"
2" CL.
1'-7•"
4-#9 "B" BARS
4-#9 "B" BARS
#4 B19
(OVER PILES)
@ 4" CTS.
4-#4 B22
#4 S2
#4 S3
2'-9"
4'-3"
1'-0"1'-10•"1'-4•"
#5 B24
SHEET PILES
{ PZ27 STEEL
FACE
FILL
(MIN.)2" CL.
1'-0" CTS.
#5 S4 @
STUD DETAIL"
SEE "ANCHOR9"(TYP.)
1'-5"8"
#4 B21
STEEL PILES
{ HP 12x53 2" CL.{ #6 D1 DOWEL
1'-6•"#4 S1
#4 B20
3" HIGH B.B.
SECTION B-B
ALL BAR DIMENSIONS ARE OUT TO OUT.
1 HK.HK.1'-3'' LAP
HK.HK.
BAR TYPES
1'-3"
4•"4•"4•"1'-8" ~
2'-5"
2'-5"2'-1•"HP 12 X 53 STEEL PILES8"
4
5
6
8'-0"
7'-4"
24'-11" B1
23'-4" B3
22'-9" B4
13'-8" B13
2'-2"1'-2"
7
NO: 3
STEEL SHEET PILES 450 SQ. FT.
H1
H2
NO: 3
24'-7" B5
24'-3" B2
2
6'-8"
3
HK.HK.8
1'-0"5•"5•"3'-11"
LIN. FT.= 45 LIN. FT.= 30
HP 12 X 53 STEEL PILES
SETUP FOR
PILE DRIVING EQUIPMENT
NO: 2HP 12 X 53 STEEL PILES
SETUP FOR
PILE DRIVING EQUIPMENT
STEEL SHEET PILES 320 SQ. FT.
HP 12 X 53 STEEL PILES
NO: 2
4-#9 "B" BARS
4-#9 "B" BARS
23'-2" B6
14'-1" B14
14'-8" B15
15'-0" B16
14'-9" B18
POUR #1
POUR #2
BAR NO.SIZE
#9
TYPE
1
LENGTH WEIGHT

D1 #6 STR 1'-6"

H1 #4
TOTAL CLASS A CONCRETE
6
H2 6 #4

K1 #4 STR

S1 #4 7'-5"
S2 #4 3'-2"
S3 #4 6 6'-6"
V1 #4 STR 4'-8"
END BENT 1 STAGE I
#4 STR
#4 STR
#4 STR 2'-5"
#4 STRB10
STRB11
STRB123
3
4
6
2
1
1
2
1
1
1
1
#5
#5
#9
#9
#9
#9
#9
1
1
1
1
1
26'-2"178
25'-6"

25'-10"
24'-5"
26'-9"
24'-3"
25'-11"
25'-6"
10'-5"
84
163
88
83
18
16
10
69
80
33
8'-0"
8'-8"
32
35
4'-6"18
S4
31
31
6
22 #5 8
154
66
26
5'-10"134
U1
3

4
7 5'-6"10
27
57
84
87
1,540 LBS.
9.3 C.Y.
1.1 C.Y.
10.4 C.Y.
11
6
25
OF WING
CAP & LOWER PART

CLASS A CONCRETE BREAKDOWN
B1
B2
B3
B4
B5
B6
B7
B8
B9
24'-7"
24'-0"
#5 B24
#5 B23
POUR #1
POUR #2
BAR NO.SIZE
#9
TYPE
1
LENGTH WEIGHT

D1 #6 STR 1'-6"

#4 2
TOTAL CLASS A CONCRETE

#4 STR

S1 #4 7'-5"
S2 #4 3'-2"
S3 #4 6 6'-6"
V1 #4 STR 4'-8"
#4 STR
#4 STR
#4 STR 2'-5"
#4 STRB22
STRB23
STRB242
1
4
4
2
1
1
2
1
1
1
1
#5
#5
#9
#9
#9
#9
#9
1
1
1
1
1
101
15'-4"
15'-11"

16'-0"
14'-7"
18'-5"
54
111
52
54
10
11
6
40
19
38
7'-0"56
3'-7"14
S4
21
21
4
15 #5 8
104
44
17
5'-10"
U1
3

4
7 5'-6"9
23
52
72
52
1,048 LBS.
7.0 C.Y.
0.9 C.Y.
END BENT 1 STAGE II
B13
B14
B15
B16
B17
B18
B19
B20
B21
H3

12
K2
STRB253#5 34
16'-3"
15'-2"
15'-0"
17'-10"
10'-11"
7
6

16

REINFORCING STEEL
CLASS A CONCRETE BREAKDOWN
OF WING
CAP & LOWER PART
7.9 C.Y.
4"5†"
13'-11" B17
REINFORCING STEEL
WING
UPPER PART OF
BILL OF MATERIAL
TOTAL QUANTITIES
REINFORCING STEEL
CLASS A CONCRETE
HP 12x53 STEEL PILES
FOR HP 12x53 STEEL PILES
PILE DRIVING EQUIPMENT SET UP
STEEL SHEET PILES 770 SQ. FT.
3
3

#5
14'-11"
16'-0"
91
#5
No: 5
LIN. FT. 75
18.3 C.Y.
2,588 LBS.
WING
UPPER PART OF
ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
27.4287
S-28
X X X NOTES
3
4
5
ELEVATIONS
TOP OF PILE
2,337.29
2,336.94
2,337.64
POINTS TOP OF CAP BOTTOM OF CAP
CAP ELEVATIONS
2,336.672,339.17A
2,335.722,338.22B
2,336.892,339.39C
2,335.942,338.44D
SHEAR KEY DETAIL
SECTION F-F
F
F
SHEET 1 OF 6DOWELS{ BRG. &{ PILES1'-7•" TO1'-4•" TO3'-3" TO{ SHEET PILES 1'-3"
1'-9ƒ"0‚"
(TYP.)(TYP.)
FILL FACEW.P. 2
D
B
10'-9"9'-3"1'-6"7'-6"1'-9"2'-9"5 - PZ27 STEEL SHEET PILES1'-6"1'-0"
2'-6"
17 - PZ27 STEEL SHEET PILES = 25'-6"
8"23 - #5 S4 @ 1'-0" CTS.2'-1"
(SHEET 6 OF 6)
SEE DETAIL "A"
W2
-L-
A
C
24'-9"
2'-7"20'-8"2'-6"OF WING
UPPER PART
POUR #2
1'-0" PROJ. (TYP.
#9 B1 BARS)
2'-7" PROJ. (TYP.
#4 B2 BARS)@ 5'-0" CTS.
3" HIGH BEAM BOLSTER
12-#4 S1 & S2 @ 8" CTS.
(TYP. EACH BAY)
7"7"
7"6"
7"
{ HP 12 x 53 STEEL PILES
3 4 5
8'-6"8'-6"9•"1'-0"(LEVEL)
TOP OF WING
EL. 2,341.67
(TYP.)
CONST. JT.
(EA. FACE)
#4 B2
4-#9 B1
A
A
OVER PILES
4-#4 B2
(TYP. EA. PILE)
2-#4 S3
DETAIL
SEE SHEAR KEY
4 - #4 S1 &
S2 @ 8" CTS.
S2 @ 6" CTS.
WORK LINE
PLAN
ELEVATION
FOR SECTION A-A, SEE SHEET 6 OF 6.
WING & SHEET PILES NOT SHOWN FOR CLARITY.
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
5/19
5/19
38
MAT'L.
1" EXP. JT.
15'-0„"4'-7‡"
1'-7Œ"1'-10"
(TYP.)
OF CAP
BOTTOM
OF CAP
BOTTOM(TYP.)FACE
FILL
DETAILS SHEET 4 OF 6.
FOR WING DETAILS, SEE STAGE I WING
FOR PILE SPLICE DETAILS, SEE SHEET 6 OF 6.
CAST IF SLIP FORMING IS USED.
VERTICAL CONCRETE BARRIER RAIL IS
THE WING SHALL BE POURED AFTER THE
THE CONCRETE IN THE SHADED AREA OF
NECESSARY TO CLEAR DOWELS.
STIRRUPS IN CAP MAY BE SHIFTED AS
4-#4 S1 &
0.0410
PART OF WING
CAP & LOWER
POUR #1
#4 S1 & S2
5/19
STAGE I
END BENT 2
(6 REQ'D)
OVER PILES @ 4'-0" CTS.
#4 B3 UNDER #4 B2
DETAIL "B"
PZ90
PZ27
PZ135
22'-2"
23'-3" (STAGE I)
38'-2" (STAGE I & STAGE II)
B1 BARS)
(TYP. #9
COUPLERS
MECHANICAL 1'-0"9"2'-9"
10•"1'-0"10•"2‚"7•"
2‚"1'-0"9"SEE DETAIL "B"
120°00'00"ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
NO.NO.BY:BY:DATE:DATE:
REVISIONS
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
13+00.00-L-
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
27.4287
SHEET 2 OF 6
S-29
SHEET NO.
-L-
W.P. 2B
D
1'-3"
2'-7"12'-5„"2'-11ˆ"
4'-9„"
5'-2Š"
DOWELS{ BRG. &{ PILES1'-7•" TO1'-4•" TO3'-3" TO{ SHEET PILESFILL FACE
10Ž"1'-7Œ"1'-10"
(TYP.)(TYP.)
W18'-2•"1'-6"6'-5•"1'-9"2'-9"9"8'-11•"10'-
4
†
"
7'-
6"
2'-
0‚
"
6 -
P
Z
2
7
S
T
E
E
L
S
HE
E
T
PI
L
E
S
1
2
ELEVATIONS
TOP OF PILE
2,336.24
2,336.59
POINTS TOP OF CAP BOTTOM OF CAP
CAP ELEVATIONS
2,335.672,338.22B
2,335.892,338.39D
2,335.042,337.54E
2,335.222,337.72F
E
F NOTES
(SHEET 6 OF 6)
SEE DETAIL "A"
X
(TYP. EA. PILE)
2-#4 S3
X
(LEVEL)
TOP OF WING
EL. 2,340.04
1'-0"(TYP.)
CONST. JT.
(TYP. EACH BAY)
#4 S1 & S2
7"
(TYP. EACH BAY)
@ 8" CTS.
B
{ HP 12 x 53 STEEL PILES
1 2
12-#4 S1 & S2 @ 8" CTS.7"
7"
8"
7-#4 S1 & S2
7'-8•"
JT.
CONST.
@ 5'-0" CTS.
3" HIGH BEAM BOLSTER
OVER PILES
4-#4 B15
4-#9 "B"
B
(EA. FACE)
#4 "B"
OF WING
UPPER PART
POUR #2
2'-6"(4 REQ'D)
OVER PILES @ 4'-0" CTS.
#4 B14 UNDER #4 B15
PLAN
ELEVATION
FOR SECTION B-B, SEE SHEET 6 OF 6.
WING & SHEET PILES NOT SHOWN FOR CLARITY.
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
(SHEET 3 OF 6)
SEE DETAIL "C"
38
5/19
5/19
DETAILS SHEET 5 OF 6.
FOR WING DETAILS, SEE STAGE II WING
FOR PILE SPLICE DETAILS, SEE SHEET 6 OF 6.
CAST IF SLIP FORMING IS USED.
VERTICAL CONCRETE BARRIER RAIL IS
THE WING SHALL BE POURED AFTER THE
THE CONCRETE IN THE SHADED AREA OF
NECESSARY TO CLEAR DOWELS.
STIRRUPS IN CAP MAY BE SHIFTED AS
MAT'L.
1" EXP. JT.
15'-9…"
9'-
6‚
"
15'-0„"
15 - #5 S4 @ 1'-0" CTS.1'-5"
1'-0"
1'-6"
2'-6"
STAGE I
8'-6"
STAGE II
END BENT 2
5/19
120°00'00"
14'-11" (STAGE II)
38'-2" (STAGE I & STAGE II)
8 - STEEL SHEET PILES = 12'-0"
4"
PART OF WING
CAP & LOWER
POUR #1
0.0410
ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
SHEET 3 OF 6
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
S-30
-L-
W.P. 2
FACE
FILL
W1
W1
#9 "B" BARS - TOP OF CAP STAGE II CONSTRUCTION
#9 "B" BARS - BOTTOM OF CAP STAGE II CONSTRUCTION
FACE
FILL
-L-
W.P. 2
38
5/19
5/19
5/19
#9 B7 #9 B6
#9 B9 #9 B8
#9 B10 #9 B6
#9 B9 #9 B11
2'-7"14'-11"
2'-7"14'-11"
DETAILS
STAGE II
END BENT 2
120°00'00"
120°00'00"
STAGE I
STAGE I
PZ90
PZ27
DETAIL "C"ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
13.7143
SHEET 4 OF 63"2 SPA. @ 11" CTS.2 SPA. @ 1'-0" CTS.FACE
FILL
•"1'-6"1'-0"
1'-0"1'-6"
2'-6"
#5 U1 (TYP.)
SHEET PILE FOR
MAX. HOLE IN
DRILL 2" ~
#5 B5
2-#5 B5
1'-5"
2" CL.
#4 V1
CONST. JT.
B.B.
3" HIGH
#5 U1
2" CL.2" CL.
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
S-312" CL.2" CL.1'-6"1'-0"2'-6"4'-7‡"5'-0•"10'-9"
9'-3"1'-6"
7'-6"1'-9"
3"
3" HIGH B.B. @ 5'-0" CTS.
(LEVEL)
BOTTOM OF WING1'-0" CTS.11" CTS.6-#4 H1 (EACH FACE)2 SPA. @2 SPA. @3"3"
(SPACED AS SHOWN ABOVE)
X (LEVEL)
TOP OF WING
POUR #2POUR #11'-0" SHEET PILE1'-6"EMBEDMENTCONST. JT.
4'-3"
2'-9"1'-6"
1'-0"1'-9"
2" CL.
2"
C
L.
2" CL.
PLAN OF WING W2
ELEVATION OF WING W2
FACE
FILL
#4 K1
#4 K2
#4 H13 SPA. @ 1'-0" CTS.12 -#4 V1 SPACED AS SHOWN(EA. FACE)7-#4 V1 @ 1'-0" CTS.
(EA. FACE)
#5 B5
9 - #5 U1 @ 1'-0" CTS.6"22-#5 S4 @ 1'-0" CTS.11"11"#4 V1 BARS (EA. FACE)6-#4 H1 (EACH FACE)SECTION X-X
5/19
5/19
38
5- PZ27 STEEL SHEET PILES = 7'-6"
(SHEET 1 OF 6)
SEE DETAIL "B"
WING DETAILS
STAGE I
END BENT 2
5/19
JT. MAT'L.
1" EXP.
#4 "K" (EA. FACE)
X ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
13.7143
SHEET 5 OF 66-#4 H2 (FRONT FACE)3"2 SPA. @ 11" CTS.2 SPA. @ 1'-0" CTS.FACE
FILL
•"1'-6"1'-0"
1'-0"1'-6"
2'-6"
#5 U1 (TYP.)
SHEET PILE FOR
MAX. HOLE IN
DRILL 2" ~
1'-5"
2" CL.
#4 V1
CONST. JT.
B.B.
3" HIGH
#5 U1
2" CL.2" CL.
SECTION Y-Y
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
S-32
CONST. JT.2 SPA. @6-#4 H2 (FRONT FACE)11" CTS.2 SPA. @1'-0" CTS. (LEVEL)
BOTTOM OF WING
10'-4†"2'-6"1'-0"1'-6"2'-0‚"7'-6"
4'-
3"
1'-
6"
2'-
9"
1'-
9"
1'-
0"
2" CL.
2" CL.2'-11ˆ"4'-0•"3"7-#4 V1 @ 1'-0" CTS.
(EA. FACE)
10-#5 U1 @ 1'-0" CTS.6"2" CL.2" CL.PLAN OF WING W1
ELEVATION OF WING W1
3" HIGH B.B. @ 5'-0" CTS.
Y
Y
3"#4 V1 BARS (EA. FACE)
(SPACED AS SHOWN ABOVE)
(LEVEL)
TOP OF WING
11"11"FACE
FILL
(EA. FACE)@ 1'-0" CTS.2 SPA.10 - #4 V1 SPACED AS SHOWN15 - #5 S4 @ 1'-0" CTS.38
5/19
5/19
5/19
#4 K3
#4 H2 #4 H3
#5 B17
9'-6‚"
6- PZ27 STEEL SHEET PILES = 9'-0"
(SHEET 3 OF 6)
SEE DETAIL "C"6-#4 H3 (FILL FACEJT. MAT'L.
1" EXP.
JT. MAT'L.
1" EXP.6-#4 H3 (FILL FACE2-#5 B17
#5 B17
SHEETS
WING DETAILS
STAGE II
END BENT 2
#4 K3 (EA. FACE)ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
27.4287
S-33
SHEET 6 OF 6
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
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.
TEMPORARY DRAINAGE AT END BENT
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
MINIMUM OF 3- ONE CUBIC
FOOT BAGS OF #78M STONE.
BAGS SHALL BE OF POROUS
FOR DRAINAGE
GRADE TO DRAIN
TOE OF SLOPE
6" ( MIN.) PIPE FABRIC,SECURELY TIED.
45
60
4560
POSITION OF PILE DURING WELDING.
DETAIL B
0'' TO „''
0'' TO „''0'' TO „''0'' TO „''PILE SPLICE DETAILS+10°-0°10°
0°
BACK GOUGE
BACK GOUGE
DETAIL A
DETAIL B
DETAIL A
PILE VERTICAL
OR VERTICAL
PILE HORIZONTAL
4"4"SLAB UNIT
{ CORED
{ BEARING
2'-6"
1'-3"1'-3"
1'-10"
11"11"
FILL FACE
DETAIL ``A''
(TYP.)
9" ABOVE CAP
TO PROJECT
#6 D1 DOWELS
PAD (TYPE I) (TYP.)
ELASTOMERIC BRG.
1" X 8" X 2'-6"8"1'-7•"5"6"1'-0"1'-3"2'-6"1'-6"1'-6"•"6"1'-0"10"11"1'-0"
2" CL.
1'-7•"
4-#9 "B" BARS
4-#9 "B" BARS
#4 B12
(OVER PILES)
@ 4" CTS.
4-#4 B15
#4 S2
#4 S3
2'-9"
4'-3"
1'-0"1'-10•"1'-4•"
#5 B16
2-#5 B16
SHEET PILES
{ PZ27 STEEL
FACE
FILL
(MIN.)2" CL.
1'-0" CTS.
#5 S4 @
STUD DETAIL"
SEE "ANCHOR9"(TYP.)
1'-5"8"
#4 B14
STEEL PILES
{ HP 12x53 2" CL.{ #6 D1 DOWEL
1'-6•"ALL BAR DIMENSIONS ARE OUT TO OUT.
1 HK.HK.1'-3'' LAP
HK.HK.
BAR TYPES
1'-3"
4•"4•"4•"1'-8" ~
2'-5"
2'-5"2'-1•"HP 12 X 53 STEEL PILES8"
4
5
6
7'-7"
7'-2"
24'-0" B1
14'-8" B7
14'-1" B8
14'-0" B11
BILL OF MATERIAL
POUR #1
POUR #2
BAR NO.SIZE
#9
TYPE
1
LENGTH WEIGHT

D1 #6 STR 1'-6"

#4
TOTAL CLASS A CONCRETE
6 #4

#4 STR

S1 #4 7'-5"
S2 #4 3'-2"
S3 #4 6 6'-6"
V1 #4 STR 4'-8"
#4 STR
#4 STR
#4 STR 2'-5"
#4 STRB15
STRB16
STRB173
3
4
4
2
1
1
2
1
1
1
1
#5
#5
#9
#9
#9
#9
#9
1
1
1
1
1
16'-4"111

15'-3"
16'-0"
14'-8"
15'-6"
10'-1"
52
102
55
52
11
10
6
40
48
32
7'-10"
8'-3"
31
33
3'-8"15
S4
22
22
4
15 #5 8
109
47
17
5'-10"
U12'-2"1'-2"
7
3

4
5 5'-6"10
24
57
75
NO: 3
STEEL SHEET PILES 350 SQ. FT.
54
1,064 LBS.
6.8 C.Y.
1.0 C.Y.
#4 S1
#4 B13
3" HIGH B.B.
END BENT 2 STAGE II
B10
B11
B12
B13
B14
14'-10" B10
15'-11"
15'-4"
15'-0"
16'-1"
15'-0"
7 16
6H2
H3

K3 6
H2
H3
4"

REINFORCING STEEL
CLASS A CONCRETE BREAKDOWN
OF WING
CAP & LOWER PART
7.8 C.Y.
38
5/19
5/19
STEEL PILE POINTS
NO: 3
NO: 3
5"6"1'-0"1'-3"2'-6"1'-6"1'-6"•"6"1'-0"10"11"1'-0"
2" CL.
1'-7•"
#4 B2
(OVER PILES)
@ 4" CTS.
4-#4 B2
#4 S2
#4 S3
2'-9"
4'-3"
1'-0"1'-10•"1'-4•"
#5 B4
2-#5 B4
SHEET PILES
{ PZ27 STEEL
FACE
FILL
(MIN.)2" CL.
1'-0" CTS.
#5 S4 @
STUD DETAIL"
SEE "ANCHOR9"(TYP.)
1'-5"8"
#4 B3
STEEL PILES
{ HP 12x53 2" CL.{ #6 D1 DOWEL
1'-6•"SECTION A-A
#4 S1
#4 B2
3" HIGH B.B.
DETAILS
STAGE I & II
END BENT 2
SECTION B-B
4-#9 B1
4-#9 B1
POUR #1
POUR #2
BAR NO.SIZE
#9
TYPE
1
LENGTH WEIGHT
D1 #6 STR 1'-6"

#4 2
TOTAL CLASS A CONCRETE

S1 #4 7'-5"
S2 #4 3'-2"
S3 #4 6 6'-6"
V1 #4 STR 4'-8"
END BENT 2 STAGE I
#4 STR
#4 STR 2'-5"6
8
6
25'-3"687
10
7'-10"63
S4
33
33
6
23 #5 8
163
70
26
5'-10"140
U1
4

5
7 5'-6"9
26
52
81
1,560 LBS.
9.4 C.Y.
1.1 C.Y.
10.5 C.Y.
STR
STR3
3
#5
#5 27'-9"
10'-5"
87
33
104
11 25
#4 STR 5'-2"10
#4 STR 4'-8"9
H1
K1
K2
3
3
12
CLASS A CONCRETE BREAKDOWN
OF WING
CAP & LOWER PART
REINFORCING STEEL
4"
4"
1'-6"1'-0"(TYP.)
(TYP.)
(TYP.)
AS SHOWN.
SHEET PILE CONNECTION
WELDED TO EVERY OTHER
ƒ" ~ x 5" ANCHOR STUDS
ANCHOR STUD DETAIL
13'-9" B9
15'-1" B6
2
8"H17'-2"
3
HK.HK.8
1'-0"5•"5•"3'-11"
LIN. FT.= 75
LIN. FT.= 30
HP 12 X 53 STEEL PILES
SETUP FOR
PILE DRIVING EQUIPMENT
NO: 2HP 12 X 53 STEEL PILES
SETUP FOR
PILE DRIVING EQUIPMENT
STEEL PILE POINTS NO: 2
STEEL SHEET PILES 450 SQ. FT.
HP 12 X 53 STEEL PILES
NO: 2
B1
B2
B3
B4
B5
25'-10"

B6
B7
B8
B9

91
5/19
TOTAL QUANTITIES
REINFORCING STEEL
CLASS A CONCRETE
HP 12x53 STEEL PILES
FOR HP 12x53 STEEL PILES
PILE DRIVING EQUIPMENT SET UP
STEEL PILE POINTS
STEEL SHEET PILES 800 SQ. FT.
WING
UPPER PART OF
WING
UPPER PART OF
#5
3
3
#5
NO: 5
2,624 LBS.
18.3 C.Y.
LIN. FT. 105
NO: 5
ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
-L-
GEOTEXTILE
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
END BENT 1 END BENT 2
PLAN
S-34
38
RIP RAP DETAILS
SQUARE YARDSTONS
ESTIMATED QUANTITIES
(2'-0" THICK)
CLASS II
RIP RAP
END BENT 1
END BENT 2
FOR DRAINAGE
GEOTEXTILE
EL. 2,337.0
EL. 2,336.0
2'-0"
SLOPE 1•: 1
CHECKED BY :
DATE :
DATE :
DRAWN BY :JLA
MGC
5/19
5/19
STA. 13+00.00-L-
BRIDGE @
40 45
40 45
A A
B
B
SECTION A-A
GEOTEXTILE
SLOPE 1•: 1
EL. 2,337.0
EL. 2,336.0
2'-0"SURFACE
WATER
NORMAL
SURFACE
WATER
NORMAL
SECTION B-B
ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
27.4287
25'-10"8" CURB8" CURB
(TYP.)
120°00'00"12'-11"14'-3•"11'-5"15'-9•"1'-6"2•"2•"2•"2•"29-#5 B1 @ 6" CTS. (TOP OF SLAB)29-#6 B2 @ 6" CTS. (BOTTOM OF SLAB)23-#5 B1 @ 6" CTS. (TOP OF SLAB)23-#6 B2 @ 6" CTS. (BOTTOM OF SLAB)24'-6" (CLEAR ROADWAY)PT 12+73.73 -L-
TAN EXT.
12'-0"
1'-3"
3"
3"
9"
9"
1'-3"
9"
11-#4 A1 @ 1'-0' CTS.
11-#4 A2 @ 1'-0" CTS.
(2-BAR RUN)(TOP OF SLAB)27'-2•"1'-4•"1'-3Œ"
#6 B6 (BOTT. OF SLAB)
#5 B3 (TOP OF SLAB) OR
#6 B7 (BOTT. OF SLAB)
#5 B4 (TOP OF SLAB) OR3'-0"(TYP.)1'-3"
3"
9"
1'-3"
11-#4 A3 @ 1'-0' CTS.
11-#4 A4 @ 1'-0" CTS.
3"
9"
9"
(TOP OF SLAB)
@ END BENT 1
FILL FACE
6" BEVELSLAB)
(TOP OF
#4 A1
SLAB)
(BOTT. OF
#4 A2
#4 A2
OR
#4 A1
(SUB-REGIONAL TIER)
CORED SLAB UNIT
FOR PRESTRESSED CONCRETE
BRIDGE APPROACH SLAB
SHEET 1 OF 3
S-35
SLAB)
(BOTT. OF
#4 A4
SLAB)
(TOP OF
#4 A3
#4 A4
OR
#4 A3
PLAN @ END BENT #1 …"…"‡"‡"1Š"1Š"1†"1†"1Ž"1Ž"1‡"10 SPA. @ 1'-0" CTS.
11'-1„"
6Œ"6Œ"
ARC OFFSETS - RIGHT SIDE
CURVE
& END OF
END BENT 1
FILL FACE @
APPROACH SLAB
END OF
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
5/19
-L-
CONST. JT.
38
(FIELD BEND)
#6 B8 (BOTT. OF SLAB)
#5 B5 (TOP OF SLAB) OR
(2-BAR RUN)(BOTTOM OF SLAB)
(BOTTOM OF SLAB)12'-11"12'-11"11'-5" (STAGE II)14'-5" (STAGE I)APPROACH SLAB
BEGIN
5/19
5/19 ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
27.4287
SHEET 2 OF 3
S-36
PLAN @ END BENT #2
ARC OFFSETS - RIGHT SIDE25'-10"29-#5 B1 @ 6" CTS. (TOP OF SLAB)29-#6 B2 @ 6" CTS. (BOTTOM OF SLAB)12'-11"12'-11"24'-6" (CLEAR ROADWAY)2•"2•"23-#5 B1 @ 6" CTS. (TOP OF SLAB)23-#6 B2 @ 6" CTS. (BOTTOM OF SLAB)8" CURB2•"8" CURB2•"4'-0ˆ"1‰"12'-0"

(TYP.)
120°00'00"3"
9"
(2-BAR RUN)(TOP OF SLAB)
3"
9"
9"1'-3"
1'-3"
(TOP OF SLAB)
3"
1'-3"
1'-3"9"
3"
9"1'-6"9"
-L-
CONST. JT.3'-0"29'-11‰"11'-6‰"18'-5ˆ"13'-0‰"16'-11ˆ"(TYP.)6" BEVELSLAB)
(TOP OF
#4 A10
SLAB)
(BOTT. OF
#4 A11
@ END BENT 2
FILL FACE
#4 A11
OR
#4 A10
11-#4 A10 @ 1'-0' CTS.
11-#4 A11 @ 1'-0" CTS.
#6 B17 (BOTT. OF SLAB)
#5 B10 (TOP OF SLAB) OR
#6 B18 (BOTT. OF SLAB)
#5 B11 (TOP OF SLAB) OR
#6 B19 (BOTT. OF SLAB)
#5 B12 (TOP OF SLAB) OR
#6 B20 (BOTT. OF SLAB)
#5 B13 (TOP OF SLAB) OR
#6 B21 (BOTT. OF SLAB)
#5 B14 (TOP OF SLAB) OR
#6 B22 (BOTT. OF SLAB)
#5 B15 (TOP OF SLAB) OR
11-#4 A12 @ 1'-0' CTS.
11-#4 A13 @ 1'-0" CTS.
#4 A13
OR
#4 A12
SLAB)
(TOP OF
#4 A12
SLAB)
(BOTT. OF
#4 A13
(SUB-REGIONAL TIER)
CORED SLAB UNIT
FOR PRESTRESSED CONCRETE
BRIDGE APPROACH SLAB
CHECKED BY :
DATE :
DATE :
DRAWN BY :
DATE :
JLA
DESIGN ENGINEER OF RECORD :
CHECKED BY :
DRAWN BY :
MGC
MGC
5/19
2'-0•"
8'-3ƒ"11•"11ˆ"9„"5ƒ"‡"11ˆ"9„"5ƒ"‡"2'-0•"
8 SPA. @ 1'-0" CTS.
APPROACH SLAB
END OF
END BENT 2
FILL FACE @
38
(FIELD BEND)
#6 B23 (BOTT. OF SLAB)
#5 B16 (TOP OF SLAB) OR11'-5" (STAGE II)14'-5" (STAGE I)(BOTTOM OF SLAB)
(2-BAR RUN)(BOTTOM OF SLAB)
APPROACH SLAB
END
5/19
5/19 ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MACON
NOTES
APPROACH SLAB GROOVING IS NOT REQUIRED.
BE PAVED. SEE ROADWAY PLANS.
DRAIN THE WATER AWAY FROM THE FILL FACE OF THE BRIDGE AND SHALL
AREA BETWEEN THE WINGWALL AND APPROACH SLAB SHALL BE GRADED TO

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

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

SPECIFICATIONS SECTION 1056.
GEOTEXTILE SHALL BE TYPE 1 IN ACCORDANCE WITH THE STANDARD
AND SELECT MATERIAL BACKFILL, SEE ROADWAY PLANS.
FOR BRIDGE APPROACH FILL INCLUDING GEOTEXTILE, 4" • DRAINAGE PIPE,
NORMAL TO END BENT
PAVEMENT
ASPHALT
PROPOSED
6"
2 : 1 SLOPE2" CL.@ 3'-0" CTS. ACROSS SLAB
HIGH CHAIR UPPER (CHCU)
5‚" CONTINUOUS
SUPPORTS @ 3'-0" CTS.
APPROVED WIRE BAR
SECTION THRU SLAB4" CL.8"1'-2"GEOTEXTILE
1'-1•"
1•" BACKER ROD
PREVENT BOND
ROOFING FELT TO
2 LAYERS OF 30 LB.
CORED
SLAB
3'-0"6"1'-8"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
CHECKED BY :
DATE :
DATE :
DRAWN BY :JLA
MGC
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'-0"MIN.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
SLAB
APPROACH
END OF
SECTION N-N
8"4" 2"CURB DETAILS
BAR
SIZE
#4
#5
#6
EPOXY
COATED UNCOATED
2'-0"
2'-6"
3'-10"
1'-9"
2'-2"
2'-7"
SPLICE LENGTHS
SHEET 3 OF 3
S-37
38
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
APPROACH SLAB AT EB #1
#4
#5
#6
#4
11'-7"
11'-1"
STAGE I
STR*#5B3
STR*#5B4
STRB5
STRB6#6
#5
26
26
10'-11"
11'-1"
29
29
1
1
1
1
STRB8#61
STRB7#61
*
BAR NO.SIZE TYPE LENGTH WEIGHT
B1
B2
STR
STR
STR
STR
*
*
*
LBS.
LBS.
C. Y.
REINFORCING STEEL
REINFORCING STEEL
EPOXY COATED
CLASS AA CONCRETE
#4
#5
#6
#4
11'-7"
11'-1"
STAGE I
STR*#5
STR*#5
STR
STR#6
#5
26
26 12'-7"
29
29
1
1
1
1
STR#61
STR#61
*
BAR NO.SIZE TYPE LENGTH WEIGHT
B1
B2
STR
STR
STR
STR
*
*
*
LBS.
LBS.
C. Y.
REINFORCING STEEL
REINFORCING STEEL
EPOXY COATED
CLASS AA CONCRETE
APPROACH SLAB AT EB #1
#4
#5
#6
#4
11'-7"
11'-1"
STAGE II
13
13 12'-9"
23
23
5'-10"
2'-5"
12'-3"
5'-10"
2'-5"
12'-3"
190
192
335
505
6
3
13
9
4
18
8.5
547
728
A3
A4
12'-9"111
111
266
400
377
511
6.9
12'-3"213
219
B10
B11
B12
STR#51*B13
STR#51*B14
STR#52*B15
STR#51*B16
B17
B18
B19
STR#61B20
STR#61B21
STR#62B22
STR#61B23
APPROACH SLAB AT EB #2
7'-0"
5'-5"
4'-3"
3'-3"
2'-4"
2'-0"
10'-5"
10'-5"
7'-0"
5'-5"
4'-3"
3'-3"
2'-4"
2'-0"
335
505
7
6
4
3
2
4
11
11
8
6
5
4
6
16
585
780
8.9
BAR NO.SIZE TYPE LENGTH WEIGHT
B1
B2
STR
STR
STR
STR
*
*
*
LBS.
LBS.
C. Y.
REINFORCING STEEL
REINFORCING STEEL
EPOXY COATED
CLASS AA CONCRETE
#4
#5
#6
#4
11'-7"
11'-1"
STAGE II
13
13 12'-9"
23
23
12'-9"111
111
266
400
377
511
6.9
APPROACH SLAB AT EB #2
A10
A11
A12
A13
#5"B"#4"A"
#4"A"
#6"B"
5/19
(SUB-REGIONAL TIER)
CORED SLAB UNIT
FOR PRESTRESSED CONCRETE
BRIDGE APPROACH SLAB
5/19 ENGINEER
PROFESSIONAL
SEAL
NORTH CARO
LINA

20125
.gll
a
hsramcheek,jr.
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
SHEET OF
Drawing Scale : Placement Scale :
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
17BP.14.R.207
REPLACES BRIDGE NO. 550181
13+00.00-L-
MACON
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
S-38
38
STANDARD NOTES