20201575 Ver 1_Meeting Request Review Doc Attachment_20201027

NO. SH EESI / / 1� \I I \P �4 \STATE STATE PROJECT REFERENCE NO.See Sheet A For Index of Sheets (Not Included) Il' "I'
_. I
A .,k See Sheet 9 B For Symbology Sheet
N.C. 17BP.14 . R.164 it
M l SI * I )'
TENN. 7 'Sit SAWMILL
PROJ.NO. F.A.PROJ.NO. DESCRIPTION
RIVER SAWMILL BATTLE' 17BP.14.R.164 N/A PE
M" / CREEK RD. BRANCH RD. 17BP.14.R.164 N/A RIGHT-OF-WAY
\O I -
1141 / SWAIN COUNTY 17BP.14.R.164 N/A CONSTRUCTION
HWY 28
rERN
�J PROJECT
Mft LOCATION
r.4 `iiiii �=-�� LOCATION: REPLACEMENT OF BRIDGE No. 133
k �' HWY 28 SR 1131
OVER BRUSH CREEK ON SR 1132 (HICKORY COVE RD)
MARKliSevk
t S, CREEK RD
SR 1132
l'hil SR 1113 LOWER COVE RDTYPE OF WORK: GRADING, DRAINAGE, PAVING, ALUMINUM $3
NEED- NEEDMORE O MORE �RD. A
• CULVERT AND PAVEMENT MARKINGS \4P' 30C
�RD
7SR 1133 ` `C
TENN. SR 1133 BRUSH
RIVER HWY 28 BRUSH Niki CREEK RD
CREEK RD Y►
� \`-
•
7 SWAIN
NEMOR RD MACON �-.
Q
1/2,2_ _ -'''. ji,C.) ,._ ly
VICINITY MAP
, „, „, / / , ,
0., /k) / / : 4
90 % SUBMITTAL PLANS 2 :4:2
/ / , .
/ /BEGIN CONSTRUCTION 0,--''/ END CULVERT
,C4 ill 1 /
-Y 1 - STA. 10+15.00 /
/ / -L- STA. 11 +70.25
,, . , -,\ \ / / ,
-• , .- , , i i '
,-- , \\ 1 r :
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BEGIN PROJECT 17BP. 14. R. 164 „V
-L- STA. 10+00.00 ,,, ` N II
\ : li
N I , c.
)s,, , J' END PROJECT 17BP. 14. R. 164
* ` \ -•`9 - -L- STA. 11 +79.85
I , * */ 4, \ '• \ ,. 0 \-?
4t- ' *,,\,/ '' \ 1:'
, , 4, 0 l* * ' `c( \
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-//d\%9/1 , ' 3\ \ )
' Gin, �, N \
,,,may \,�b 1 ‘.- A\ %
\ ' ' 1a
S 0°9 \G
EN
END CONSTRUCTION \ \
-D R 1 - STA. 10+60.00 �t\sls\ ,, \C-
1
NO CONTROL OF ACCESS ON THIS PROJECT. BEGIN CULVERT —I
-L- STA. 11 +49.65
IV
CO DOCUMENT NOT CONSIDERED FINAL
c UNLESS ALL SIGNATURES COMPLETED
•
PREPARED IN THE OFFICE OF: HYDRAULICS ENGINEER`�����l I �►1/,
, cli)
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH -��;...............
" N �•••FESSIp'\ i
� ADT 2 018 = 112 VPD 434 Fayetteville Street, Suite 1500 Raleigh, NC 27601 `���QQ.o q�:9 ��
50 25 0 50 100 Tel. [phone] www.wsp.com = - O� �0���
License No. F-0891 � SEAL •S
LENGTH ROADWAY PROJECT 17BP.14.R.164 = 0.030 MI 27876 -
' ' FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION e
qV = 15 MPH* LENGTH STRUCTURE PROJECT 17BP.14.R.164 = 0.004 MI 2018 STANDARD SPECIFICATIONS �'••, q� ::.....r`.�'� % °�o
PLANS
T = 6% P.E.���I iiiiiit ���`
50 25 0 50 l00 RIGHT OF WAY DATE: RONYELL THIGPEN, PE SIGNATURE: avd
TOTAL LENGTH PROJECT 17BP.14.R.164 = 0.034 MI PROJECT ENGINEER "" a CI
I
` ' " SEPT 20, 2018 ,���� c ARo�J �A,
ROADWAY DESIGN °
HOLLY CHRISTENBURY, PE `_ FEss,° •. . �� QQ
ENGINEER o . Qo ti9•. .,
PROFILE (HORIZONTAL) LETTING DATE: _ _ o
7i _ *SUB REGIONAL TIER PROJECT DESIGN ENGINEER - SEAL = Q
0
10 5 0 10 20 JAN 13, 2026 _oI: 043139 . Jam, 0? TG°3p��'
i )\ ci) *BRIDGE DESIGN ', •..GINE •,,, ,,
�,r � itlit 1 CHR.S
SPEED INVESTIGATION NCDOT CONTACT: JOSH DEYTON, PE P,g
r( `` PROFILE (VERTICAL) J� J� J� DIVISION 14 BRIDGE PROGRAM MANAGER S SIGNATURE: �� J�

r -
0- PROJECT REFERENCE NO. SHEET NO.
N N I ) 17BP.14o1i.164 IA
ROADWAY DESIGN
co
434 Fayetteville Street Suite 1500 ENGINEER
GENERAL NOTES: 2018 SPECIFICATIONS Raleigh, NC 27601 - 919.836.4040
EFFECTIVE: 01-16-18 www.wspgroup.com \o QQoFEssioN9�r�'=
INDEX OF SHEETS REVISED: LICENSE NO. F-0891 - SEAL =
-_ ' 043139 > -
SHEET NUMBER SHEET ;�� 'Jam;
GRADING AND SURFACING OR RESURFACING AND WIDENING: '••"ciNE�;:•'��;
1 TITLE SHEET �''�F CHR�S�,���
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
1A INDEX OF SHEETS, GENERAL NOTES, AND LIST OF SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES DOCUMENT NOT CONSIDERED FINAL
STANDARD DRAWINGS UNLESS ALL SIGNATURES COMPLETED
ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
1B CONVENTIONAL SYMBOLS ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A
1C-1 SURVEY CONTROL SHEET PROPER TIE-IN.
2A-1 PAVEMENT SCHEDULE, TYPICAL SECTIONS, AND
WEDGING DETAILS CLEARING:
2B-1 RIGHT-OF-WAY PLAN SHEET CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
2C-1 PROPOSED RIGHT-OF-WAY METHOD II.
2018 SPECIFICATIONS
3B-1 MISCELLANEOUS SUMMARIES (DRAINAGE, EARTHWORK, GUARDRAIL, SUPERELEVATION: EFFECTIVE: 01-16-18
PAVEMENT REMOVAL, RIGHT-OF-WAY, & SHOULDER BERM GUTTER)
REVISED:
3D-1 DRAINAGE SUMMARY ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD.
NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
4 PLAN & PROFILE SHEET SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
IMP-1 THRU TMP-4 TRAFFIC MANAGEMENT PLANS SECTIONS. 2018 ROADWAY ENGLISH STANDARD DRAWINGS
PMP-1 PAVEMENT MARKING PLANS SHOULDER CONSTRUCTION: The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design
Branch - N. C. Department of Transportation - Raleigh, N. C., Dated January, 2018 are
EC-1 THRU EC-6 EROSION CONTROL PLANS ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF applicable to this project and by reference hereby are considered a part of these plans:
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01.
RN-1 REFORESTATION
STD.NO. TITLE
UO-1 THRU UO-2 UTILITIES BY OTHERS SIDE ROADS:
DIVISION 2 - EARTHWORK
X-1A CROSS-SECTION SUMMARY THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE 200.02 Method of Clearing - Method II
X-1 THRU X-7 CROSS-SECTIONS SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. 225.02 Guide for Grading Subgrade - Secondary and Local
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS 225.04 Method of Obtaining Superelevation - Two Lane Pavement
S-1 THRU S-3 STRUCTURE PLANS INVOLVED.
SN STANDARD NOTE SHEET DRIVEWAYS:
DIVISION 3 - PIPE CULVERTS
300.01 Method of Pipe Installation
DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.02
USING 3' RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES
WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
GUARDRAIL:
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING DIVISION 6 - ASPHALT BASES AND PAVEMENTS
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT 654.01 Pavement Repairs
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
TEMPORARY SHORING: DIVISION 8 - INCIDENTALS
862.01 Guardrail Placement
SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLANS 862.02 Guardrail Installation
WILL BE PAID FOR AT THE CONTRACT PRICE FOR "TEMPORARY SHORING". 876.01 Rip Rap in Channels
876.02 Guide for Rip Rap at Pipe Outlets
SUBSURFACE PLANS: 876.04 Drainage Ditches with Class 'B' Rip Rap
SUBSURFACE PLANS WILL BE MADE AVAILABLE TO THE CONTRACTOR ON THIS PROJECT.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE:
Power: Duke Energy
Telephone: Frontier Communications
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT
E AS SHOWN ON THE PLANS.
0
RIGHT-OF-WAY MARKERS:
OP
} ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT IN
0
ACCORDANCE WITH SECTION 801 OF THE NCDOT STANDARD SPECIFICATIONS FOR
o ROADS AND STRUCTURES.
P
0
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0
3
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PROJECT REFERENCE NO. SHEET NO.
Note: Not to Scale STATE C I ' NO ( 11 'I' P C L I OA /7BP./4.R./64 /-B
*S. U.E. = Subsurface Utility Engineering liV i S H( SF i I( I HA YS
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY: WATER:
State Line ---- ----- Water Manhole ED
County Line RAILROADS: Water Meter o
TownshipLine Standard Gauge Water Valve 0
g CSX TRANSPORTATION
Orchard O O O O
City Line RR Signal Milepost MILEPOST 35 Water Hydrant O
Vineyard Vineyard
Reservation Line Switch Recorded U/G Water Line W
SWITCH
Property Line RR Abandoned
EXISTING STRUCTURES: Designated U/G Water Line (S.U.E.*) - - - -W- - - -
Existing Iron Pin � RR Dismantled Above Ground Water Line
A/G Water
MAJOR:
Property Corner x RIGHT OF WAY• Bridge, Tunnel or Box Culvert CONC
Property Monument ECM Baseline Control Point ♦ TV:
Bridge Wing Wall, Head Wall and End Wall - ) CONC WW
Parcel/Sequence Number
q Existing Right of Way Marker A TV Satellite Dish
MINOR:
Existing Fence Line -x x x- Existing Right of Way Line - Head and End Wall / CONC HW \ TV Pedestal c
Proposed Woven Wire Fence 0 Proposed Right of Way Line 0 Pipe Culvert TV Tower 0
Proposed Chain Link Fence ° Proposed Right of Way Line with R A Footbridge >- -< U/G TV Cable Hand Hole HH
Marker w
Proposed Barbed Wire Fence O Iron Pin and Cap Drainage Box: Catch Basin DI or JB �B Recorded U/G TV Cable TV
Existing Wetland Boundary _ _ _ _ _ _ _ Proposed Right of Way Line with R g
g -WLB Concrete or Granite RAW Marker ® w Paved Ditch Gutter Designated U/G TV Cable (S.U.E.*) - - - -TV- - -
Proposed Wetland Boundary WLB Proposed Control of Access Line with c Storm Sewer Manhole
Concrete C/A Marker CD A
Recorded U/G Fiber Optic Cable TV FO
EAB
Existing Endangered Animal Boundary Storm Sewer S Designated U/G Fiber Optic Cable (S.U.E.
* - - - -TV FO- - -
Existing Endangered Plant Boundary EPB Existing Control of Access i\a/
Known Soil Contamination: Area or Site ;• Proposed Control of Access @ GAS:
UTILITIES:
Potential Soil Contamination: Area or Site Existing Easement Line E Gas Valve 0
Proposed Temporary Construction Easement - E POWER:
BUILDINGS AND OTHER CULTURE:
Existing Power Pole
i Gas Meter
Gas PumpVent or U/G Tank CapO
Proposed Temporary Drainage Easement TDE Recorded U/G Gas Line O
Proposed Power Pole b
s Proposed Permanent Drainage Easement PDE Designated U/G Gas Line (S.U.E.*) - - -
Sign - -0- -
g S Existing Joint Use Pole
o Proposed Permanent Drainage / Utility Easement DUE Above Ground Gas Line
A/G Gas
-6-
Well Proposed Joint Use Pole
Proposed Permanent Utility Easement PUE
Small Mine
Power Manhole
Proposed Temporary Utility Easement TUE SANITARY SEWER:
Foundation
Power Line Tower X
Proposed Aerial Utility Easement AU
Area Outline Power Transformer i✓
Sanitary Sewer Manhole 0
p Cemetery fi Prop
osed d Permanent Easement with Sanitary Sewer Cleanout O Iron Pin and CapO U/G Power Cable Hand Hole
Marker
Building H-Frame Pole •—• U/G Sanitary Sewer Line SS
ROADS AND RELATED FEATURES:
School 1:::!:11 Recorded U/G Power Line
P Above Ground Sanitary Sewer A/G Sanitary Sewer
Existing Edge of Pavement Recorded SS Forced Main Line FSS
Church - - -
O O Designated U/G Power Line (S.U.E.*) - -P- - -
Existing Curb Designated SS Forced Main Line (S.U.E.*)
Dam
Proposed Slope Stakes Cut TELEPHONE:
HYDROLOGY: Proposed Slope Stakes Fill
F
Stream or Bodyof Water Existing Telephone Pole -0-
MISCELLANEOUS:
Proposed Curb Ramp ECR�
Utility Pole •
Hydro, Pool or Reservoir Existing Metal Guardrail T T T
Proposed Telephone Pole Utility Pole with Base
Jurisdictional Stream — JS Proposed Guardrail T T T T Telephone Manhole O
Utility Located Object o
Buffer Zone 1 - BZ 1 Existing Cable Guiderail 0 0 0 Telephone Booth a
Utility Traffic Signal Box 7
Buffer Zone 2 Bz 2 0 0 0 0 Telephone Pedestal T
Proposed Cable Guiderail
Utility Unknown U/G Line 7UTL
Flow Arrow -< --- Telephone Cell Tower A
Equality Symbol
U/G Tank; Water, Gas, Oil
Disappearing Stream --- U/G Telephone Cable Hand Hole HH
Pavement Removal Underground Storage Tank, Approx. Loc. iBUI
Spring - 0--- ' �_
VEGETATION: Recorded U/G Telephone Cable T
Wetland - ± Designated U/G Telephone Cable (S.U.E.*) - - - -T- - AEG Tank; Water, Gas, Oil
Single Tree
Geoenvironmental Boring
Proposed Lateral, Tail, Head Ditch - O O O > Recorded U/G Telephone Conduit TC
FLOW Single Shrub 0
U/G Test Hole (S.U.E.*)
False Sump Hedge Designated U/G Telephone Conduit (S.U.E.*- - - - -TC- - - -
Recorded U/G Fiber Optics Cable
T FO Abandoned According to Utility Records AATUR
Woods Line
End of Information E.O.I.
Designated U/G Fiber Optics Cable (S.U.E.*) - - - -T FO- - -

m PROJECT REFERENCE NO. SHEET NO.
m
/7BP.14.R.164 2A—/
co
\ \ S I ) R'W SHEET NO.
.--\
ROADWAY DESIGN
ENGINEER
2' ,__, —L— ,,,,111111,,,,
MIN y 6'_0„ 6/_0„ `3, :,'\�,,\ c A Ro y''',;
:,
6' TO l0'-0" TO 10'-0" 6' W/GR - -
///GR 434 Fayetteville Street Suite 1500 =_ 043139
EX/ST/NG Raleigh, NC 27601 - 919.836.4040 •
=���%.,.FN�INE ...c�
GROUND sF�,� , GRADE LICENSE NO. F-0891 C HRH 5���`��\
\d" / POINT C�
VARIES FT/FT VARIES FT/FT DOCUMENT NOT CONSIDERED FINAL
�'s I' UNLESS ALL SIGNATURES COMPLETED
'L':\ SFF AIR.
A',s2I
,,,., 4, v-S F '
cT�,yN,s'
P� �-s* El EXISTING
�
O 5t I �� GROUND
EXISTING s
GROUND GRADE TO THIS LINE ' PAVEMENT SCHEDULE
TYPICAL SECTION NO. 1
—L— STA. 10 + 00.00 TO STA. 11 + 79.85 C 1 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 .
V)
Z
0�' E1 PROP . APPROX . 5" ASPHALT CONCRETE BASE COURSE , TYPE B25 . 00 ,
AT AN AVERAGE RATE OF 570 LBS . PER SQ . YD .
w
w
—Yl—
J PROP . 8" AGGREGATE BASE COURSE .
2' i 6' 5' 2'
,_, —Y2—
2' 3' EXISITING1\1' T EARTH MATERIAL .
GRADE
POINT U EXISTING PAVEMENT .
0.02 FT/FT
EXI ST l NG tit 1 "
\ \y
BAR EXISTING VARIES FT/FT NOTE: PAVEMENT EDGE SLOPES ARE I:1 UNLESS SHOWN OTHERWISE
GROUND T GROUNDS
s
8" ,i P�-ies
GRADE TO THIS LINE / EXISTING s u
0
GROUND
TYPICAL SECTION NO. 2
—Yl— STA. 10 + 15.00 TO STA. 10 + 64.18 TYPICAL SECTION NO. 4
—Y2— STA. 11 + 65.96 TO 11 + 93.81 (LT)
—Y2— STA. 10 + 48.50 TO 10 + 78.42 (LT)
—DR1-
2/ /0' 2'
—Y2—
4' 3' EXISITING
' 1 �
GRADE 2'
POINT
0.02 FT/FT
SA \ \ \ \ \
EXISTING // 1'1R EXISTINGII: VARIES FT/FT
T T GROUND y.1\
—r----
GROUND �.
8„
A+ ID
GRADE TO THIS LINE RET.
WALL
TYPICAL SECTION NO. 3
—DR1— STA. 10 + 10.00 TO STA. 10 + 60.00 TYPICAL SECTION NO. 5
0 —Y2— STA. 10 + 78.42 TO 11 + 10.45 (LT)
on
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PROJECT REFERENCE NO. SHEET NO.
17BP.14.R.164 2B-1
RIGHT-OF-WAY RNV SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
3 / N ARC • H.CAR�
O�•Q�OF ES S/p�9`f%� `. Q. Essio,y9C.,9 s
/ %37- - - ••1>:C •
- z• SEAL _ = • SEAL
+35.84-L- ' _o 043139 ?�` 27876
_HI
0 GG'N -,;;••.. IN05:•�$b .vGIN -...•\\,_
98.74- - N 37°40'09 / %,/ CHR\5�,:.�\. . 99'A...STP`;��•
II 80.038 L � � O 45°54, E '��,���������`
//1111111
° dl�
cu DOCUMENT NOT CONSIDERED FINAL
TABOR-LEWIS MOUNTAIN HOUSES INC. +30°00-L- / I/ 6z°8 UNLESS ALL SIGNATURES COMPLETED
100.00 w 14 5 0°
DB 263 PG 750 +25.56-L- ,"- y y S 11
37°40 09
81.15 °moo W
0
+1/.82-L- ! I
s5.24 OODS 434 Fayetteville Street Suite 1500
+06.00-Y/- c)` / ph-,
Raleigh, NC 27601 - 919.836.4040
64.13 \
\ y
9 ' GUY 0� /S.00, WOODS +30.76-Y2- www.wspgroup.com
+20.59-Y1- \\ `\ �" �� /, 22°50
50.88
+13.34 kL�`\ i " '�' , ' +43°20-Y2-
+33.89-Yl- 100.85 �' 44.58
41.83 `.� *, 'GR
- • lif
+30.40-Y/- o �� +21.58-Y2-
+48.00-Y/ f
53.97
11.27 65.34 d� .w ; :�* PUE�> a S , *. -v
+45.33-Y1- + - - \ r
fir. \ . 7 C
37.34 Yl
30.46 ODDS GUYU'E - �►� rn
+48.00-Y1- 54.49 O <> RI Ism ;!•
25.00 v * RAP - ' at it �; +07.01-Y2-
-0 ,0 ,--- ,,' i - - =I If IP 21.60
/ i�� �'®; ' INV=2053.00
_ _ 27.56 �� YD �MPI�
+90°00 L V ��� Off GU INV=21�.I o•i ii.� O
20.00 +8/.66-L- y l , r ° CLASS 1 RIP RAP
+50.00-L- 20.00 a ' i �o�g S 8 1'15 7 ST TONS = 17
45.00 +78.92-L- ���, y \ +40.00-L-
/ : e. 1 •a, timismal," 20°00 30.00
� . v o _ Wil 4
+00.33-Y2-
20.00
20.00 ---- -40 V=204'°�'� 7 �� aim
-- , '• O4 �i'al� +70.8/ L
• � O 45.00
i� w-w!,.,si�� LASS I RIP RAP
WOODSiltoir 40/�`ONV= •48.I8' I, �u��� EST TONS = 10
c44." ' s IIN 4> • E ;Ii) 1
Ity , . 1 �# ni
f
d --I +65.00-Y2-
,, 1�
IP// / 1 \ ' 4 • 9.00
41
+00.00-L- , CI)
Ir
20.00 1 i•i r L�\
+00.00-L- / / . 1 _ [7, , ‘1.:4;k
'
7.00 'Ol, r" �` l �\ o - 100 PP, COPPER
- - \
E D 0 / il' , 0, i \ �\ oZ WOODS/
�d,,�o \�2 jr-
700CATHERNE S. TYLER
/� .g, , +00.00-L-
I\ ,���
- +00.00-L- \O °
20.00 G A RISE d )11(\\
+15.00-L- d'20.00 O O J, •GU \
+47.15-L- ,,21. : •_ Oz dl3
20.00 GUYS 2 . ! • 5r 1486.47
+67.00-L- O 6 G DAN S 29 40 51 W
20.00 \
+70.00-DR1- SPRING
9.83 d
+65.00-L- ;\0 0
49.91 WOODS
+90.00-L-
E 40.00 k < I v� `�
+00.73-L- Frlx oo = 3NI ELEVATIO\ = 2068017
- 86.48 z , I o 2 3L STATIO\ 6+28.00 313 LEFT
TABOR LEWIS c, -I rn _\ � � SPICE 1\ 30 ASH
�' IV OUNTAIN HOUSE, INC . ioo`oo, o o
EL DB 263 PG 750 o
r \ -P
+40°00-L- _ O
030.00 O -o1.1
rn
O S
T L° '
+40.00-L-
71 1 45.00
0
s_
+57.52-L-
o ) 30 15 0 30 60 30.00
N70a +65.00-Y2-
0,
�5 cT
N� 20.00
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COMPUTED BY:NEC DATE:4-20-2017 PROJECT REFERENCE NO. SHEET NO.
( CHECKED BY: DATE: STAT a OF NO II�� TH CAIIWILINA /7BPe14P ./64 3A
N
DIVISION OF HIGHWAYS
PAVEMENT REMOVAL SUMMARY SUMMARY OF EARTHWORK
_
SURVEY STATION STATION LOCATION YD
STATION STATION UNCL. EMBANK. BORROW WASTE
LINE LT/RT/CL EXCAV. +%
Y2 11+57.57 -Y2- 12+49.99 -Y2- LT 137.88 10+00.00 -L- 11+79.85 -L- 76 407 331
10+15.00 -Y1- 10+64.18 -Y1- 12 12
CONTINGENCY ITEMS 10+48.50 -Y2- 11+92.33 -Y2- 4 20 16
10+10.00 -DR1- 10+60.00 -DR1- 7 12 5
TOTAL: 137.88 ITEM QUANTITY UNIT
SUBTOTALS: 99 439 352 12
INCIDENTAL STONE BASE 50 TONS
SAY: 140 EARTH TO REPLACE BORROW -12 -12
PROJECT TOTALS: 99 439 340 0
EST. 5% TO REPLACE TOP SOIL BORROW 22 17
GRAND TOTALS: 99 461 357 0
SAY: 100 360
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.
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. ]]�� �
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. GUARDRAIL S UMMAR Y
G = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
LENGTH WARRANT POINT "N" FLARE LENGTH W ANCHORS IMPACT REMOVE
SURVEY DIST. TOTAL ATTENUATOR SINGLE REMOVE AND
LINE BEG. STA. END STA. LOCATION - SHOUL. - - TYPE 350 FACED EXISTING STOCKPILE REMARKS
SHOP DOUBLE APPROACH TRAILING FROM EXISTING
WIDTH APPROACH TRAILING APPROACH TRAILING XI GREU VI GUARDRAIL GUARDRAIL GUARDRAIL
STRAIGHT E.O.L. XI M-350 XIII CAT-1 BIC AT-1
CURVED FACED END END END END END END MOD TL-2 MOD EA G NG
L/Y2 11+06.03 10+48.50 RT/LT 112.50 25.00 11+49.56 CULVERT 11+70.95 CULVERT 3'-0" 6'-0" 25'-0" 25'-0" 0'-6" 0'-6" 2 TEST LEVEL 2 (TL-2) GUARDRAIL ANCHOR UNIT TYPE 350
L/Y2 11+18.36 11+93.81 LT/LT 56.25 50.00 11+49.71 CULVERT 11+69.57 CULVERT 3'-0" 6'-0" 25'-0" 0'-6" 1 1 TEST LEVEL 2 (TL-2) GUARDRAIL ANCHOR UNIT TYPE 350
Y1 EXISTING BRIDGE LOCATION CL 18.75 GUARDRAIL PLACED AT OLD BRIDGE SITE
SUBTOTAL 187.50 75.00
LESS DEDUCTIONS
GREU TL-2 (3 x 25)= 75
C
0-1 AT-1 (1 x 6.25)= 6.25
Q TYPE III (0 x 18.75)=
co
I SUBTOTAL 75 6.25
cc TOTALS 112.50' 68.75'
SAY 112.50' 68.75' ADDITIONAL GUARDRAIL POSTS = 5
CID
Y2 10+09.45 11+90.56 LT 199.5 2 TEMPORARY GR
m SUBTOTAL 199.5
o LESS DEDUCTIONS
i
i AT-1 (2 x 6.25)= 12.5
E) SUBTOTAL 12.5
00 oN�7` TOTALS 187'
0
LoonE= SAY 187' TEMPORARY GR
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Nm�

F
PROJECT REFERENCE NO. SHEET NO.17BP°14.R°164 4
- 15" RCP-IV / Q �� WV/ SHEET NO.
DETAIL D SF-860133 RIPRAP EMBANKMENT w / `� ROADWAY DESIGN HYDRAULICS
20.0•
SEE DETAIL C N 37°40 �j % ENGINEER ENGINEER
SINGLE BARREL CULVERT EXISTING BRIDGE • N : 0 45°5�g"E / /�
dl� \\\\11111111///i `��1111111/////
SKEWED LOW FLOW TO BE REMOVED N , C ARO 1/' �.,`-,N•cA•R0� /i.,
CHANNEL AND SILLS TABOR-LEWIS MOUNTAIN HOUSE, INC. / 'BEng �' ••'Essi''• �r % `o�••'FESSIo•.j�Ji '•,
-L- POC Sta. 11+00.20= DB 263 PG 750 145o 7i , O :'s°F °�9'.�; : �:Q<z• �9:9 .�
BEGIN CULVERT "� y / / 37°40'09 w e SEAL ` •9 = = SEAL
----
*NOTES: 1 20' -Yl- POT Sta. 10+74.2/ O STA. 11 +49.65 / _ _ _ i �•
1)NATIVE MATERIAL BETWEEN SILLSBAFFLES p �° y 043138 ' >-E =
IN THE CULVERT SHALL PROVIDE A CONTINUOUS WOODS �0 = / 0 27876
LOW FLOW CHANNEL.NATIVE MATERIAL PROP°GR �, ;�� ' : ; % : F , •' •
CONSISTS OF MATERIAL THAT IS EXCAVATED r'J } F
ARIES 10 FT. VARIES , '. •'•,, G NE G
FROM THE STREAM BED AT THE PROJECT SPECIAL LATERAL V DITCH �y O as �� �,................................
,, ���`` ''�' �•�'•,• •�•'������`SITE DURING CONSTRUCTION.NATIVE MATERIAL �� 1 �� GUY* •o = �� F �� 9N N5 ��
IS SUBJECT TO APPROVAL BY THE ENGINEER STA. 10+75 TO 10+90 -L- LT 'i C H RCS \\` '/I q S1 P ���
AND MAY BE SUBJECT TO PERMIT CONDITIONS. LINE w/RIPRAP �(� \ 13
„ �� WOODS ' /// \\\ /♦/ ��
2)SILLS/BAFFLES ARE ALUMINUM AND BOLTED SEE DETAIL A /� �� OT \ �' •v 7 / �I I I I I11 /1111111
a to
INTO CULVERT. HIGH SILL 5 3 EST TONS CLASS B RIP RAP = 6 0 00 S> \\ •° ��3)TOP OF LOW FLOW SILLS/BAFFLES SHOULD EST SY GF - 13 \ S 4/ O / X \ .,',
MATCH STREAM BED ELEVATION IN LOW -L-1 STA°10+60.00 = r�� �O T Ox �\ \ •• �7 GR ft
o �Y �� DOCUMENT NOT CONSIDERED FINAL
FLOW CHANNEL OF STREAM.(THALWEG) / r� O �/ /'-DRI- STA°10+10.00 O C' 0 I ,,I • T s UNLESS ALL SIGNATURES COMPLETED
4)DO NOT SET ELEVATION OF HIGH SILIBAFFLES X/ �� 0 1 4 ., f0ABOVE BANK FULL. SPECIAL LATERAL 'V' DITCH .S S O ° 0 \ ' f0 % 7 �2 f�o O �lr �, E� �' )11i0
s �, .y��i 4999
5)NUMBER OF SILIBAFFLES DETERMINED BY THE STA. 10+00 TO 10+75 -L- LT S ° 0 \ �,,,. a ,o II -o
ENGINEER. �O �';i ��>r��11c �1�� ' CLINE w/RIPRAP � X WOOD GUY <�. ,V "'�e .0 111. m
SILLS AT SEE DETAIL A 'O0 ��° �9i o ° RAP ������w��� ��°� TYPE TL-2 GREU 350 END TIP PROJECT l7BP°l4°R°l64 " S
INLET AND OUTLET EST TONS CLASS B RIP RAP = 17 // G � t�EST SY GF = 38 ° 56.9" . '1� �� � +93°8I
S 22 35' E o �s,]] m ,r�r s ;r �F��;,/ .�. , , (2) MAILBOX -L- STA°11+79°85 434 Fayetteville Street Suite 1500
SILL __,, /0 °VO , 4>�;, ,O Ii)r JI
�j� BL- Y
° o °� x /, o �• '� FLOODPLAIN BENCH (TYP)
°�°88'°�4io ° ;� 1 ` CLASS 1 RIP RAP�_ •. Raleigh, NC 27601 - 919.836.4040
oLoh,- _ _ = -Y2- STA°11+37°90
��- ° W° ° 'F §vo0 db ° o ip /5- R=20 a i I I SST TONS17
op mop o ° i
° op ° ° � S 81 16 5'
f _` k°0 °�04 .°oo ° °0CHANNEL o, �� ` �• � �� ��i�1�� �.I R-20'74.57www.wspgroup.com
00
°o_ to •� ,_ A EG _ _
y�,¢,o SH
o° :a,. o�S%v-o 7P°�oo -° . oaoo° oo' o /// * _ ,..,II ri ' �\ �1 ,I ° Ili 36°9
SILL �� ', � =']qm � '�' - 6�rivil�_ .���' S 27 3 LICENSE NO. F-0891
/ ._�/� • ;..�. Stan 11+00°3
BAFFLE - O - � « � 1 1�. _ +89•
Ox °, � �o'�I ��', ;'� V (END CULVERT PC 32
NUMBER OF BAFFLES=2 O QQ ••44 0 ���� ��� STA. 11 + 70.25 -�� ���° �� DETAIL C
ONLY UPSTREAM AND DOWNSTREAM SILL ,O ' • V ,��1 -�10°45 11 C
°� ' CLASS I
69° 50� 41°� L RIP RAP AT EMBANKMENT DETAIL A
�'�+� S (Not to Scale)
SPECIAL LATERAL 'V' DITCH
PLAN VIEW • t-' ,,, '��I 1�� TONS = 1
OODSX 'r^4=/(7,i, dCL B RI•RA' (Not to Scale)
� �; :. �.44'' GF 3 TO S <% IDI E r,> ��� ��°W��� �� 10'min. Fill
44,740r
,��i �1°'' t7 I� V ` �L P'pe 1.0'min. 1.5' Slope
-DR/ -L- �Y F 1 �ii*- -� STA°10+78° Q° to�O Outlet Natural F . �1
Ground yglfr�Pl Sta 10+36°76 Pl Sta 11+06•l0 �' • e 0 = 65° 58' 03°3" (AT) /� = 49° 47' 33.8" (PT) '�/� = 58 5/ 0/•0 (LT)D = /90° 59' 09°4" _ ° yY Geotextile
2� Min. D= 1.0 Ft.
D 45° 06' 53.2" D = l36 25' 06.7" �� F a O Type of Liner= 4 TONS,CL 1 Rip-Rap
YP P P Max. d= 1.0 Ft.
L = 34.54' /�o u �o : loo PR, COPPER 2 Geotextile= 6 sy Type of Liner=CLASS B Rip-Rap
L = ll0°37 L = 43.14' ��� G�i/ / ���V �� WOODS FROM STA. 11+79 TO STA. 11+85 -Y2- LT FROM STA. 10+00 TO STA. 10+75 -L- LT
T = 19.47' T = 58.94' T = 23.69' FROM STA. 10+75 TO STA. 10+90 -L- LT
R = 30.00' R = 127°00' R = 42.00' y�„d�' �p �2 / Q ^� ��\ �� CATHERINE S. TYLER
SE = 0.03 �I�o�`'\��/ �'d� �� N �N v, �� D P 2951 PG 893
DETAIL B
N DS - l5 MPH X O `% STANDARD 'V' DITCH
c>,1
O d (Not to Scale)
a -Y2- BEG/N TIP PR% G" 7BP°14°R•164 �O c N GARDEN \ ` °ate L
0 Y Natural Natural
�' PI Sta 10+45.03 PI Sta 11+76,69 -L- STA°l0+71
�•I0 N� 1 GUY f,, , �, 813 Ground 2 �.� Ground
O \ 2.° * 5 486.47'LUA = 17° 59' 50.3" (RT) A = 28° 02' 17.0" (RT) s 29°4o'Sr w
D = 20° 08' 57.0" D = I8° 44' 07.2" Q Q� BIRD SPRING(7 . 1
Min. D= 1.0 Ft.
L = 89.32' L = 149.65' / HOUSE s' ; •, c� FROM STA. 10+75 -L- RT TO OUT
T = 45.03' T = 76.36' g STANDARD 'V' DITCH l.�6 C�,
R = 284.36' R = 305.82' /O STA. 10+75 L- RT T OUT WOODS NOTE : THE GARDEN IN PARCEL 1 IS TO REMAIN
SEE DETAIL B I UNDISTURBED THROUGHOUT CONSTRUCTION •
END CONSTRUCTION DDE CY = 4 \\ SIGHT DISTANCE AT HICKORY COVE RD . AND
TYPE TL-2fGAEUJSO x ' 'Iw=I BMI ELEVATION = 2068.17
-DRI- STA°10+60°00 I \. BL STATION 6+28.00 313 LEFT
PAVEMENT REMOVAL TABOR-LEWIS OUSE X yol ��������������� MOUNTAIN HOUSE, INC. i0000, s ��'o' RR SPIKE IN 30" ASH BRUSH CREEK RD • HAS NO CHANGE FROM EXISTING
DB 263 PG 750 o /v I olo ^ CONDITIONS , ALLOWING FOR APPROX . 245' SSD
C 1� AT 30 MPH .
yi
_ L.
_y2 . _ D Ri .
1
1
1 1 1
1 1 1 ,
BEGIN TIP PROJECT /7BP.14°R•164 1
-L- Sta.10+00.00 PI = 11+60.00
EL.2053.20' EL = 2,055.00' - -Y2- Sta./0+79.42
PI = 11+10.00 VC = 38' -Yl- Sta.10+15.00 BEG'N CGNST DUCT ION
EL = 2,052.25' K = 19 1 2 0 7 0 -Y2- S�a I +9�.63 2 070 -DPI- Sta.10 I GIN GRADE 1O OQ 2 070
2♦0 70 PI = 10+40.00 VC = 50' -DS = 30 MPH 2 0 70 BEGIN GRADE , . ,
EL = 2,052.14' K = 9 EL.2053.26' _-Y/- }a.13+64.18 END CONSTRUCTION EL.205 1.76
VC = 50' DS = l5 MPH - END GRADE -SHOULDER ONLY
K = 18 END TIP PROJECT 17BF./4.1;,164 EL.2052.66'
2 060 IDS = 20 MPH -L- Sta.II+79.85 2,060 2,060I 2 060_ 1 -DRI- Sta°10+60.00 2 060
' EL.2055.70' END GRADE '
__ EL.2047.69'
iiir°° 100 YR WSEL_
-p--I� -0-
GRADS f)5'S ( ©� EL = 2055.5' -
2,050 I( �26.339°° ' --424og--_(+�0. 87 \ ,� -' EL YR WSEL 2051.3' 2♦050 -)O.69 �% 2,050 2,050 �,J 2,050
r\\_,2
NWS EL. 2050.0' EXISTTNG 02�
II o82M6)* (-)3.0/40% _
( 29
ALUMINUM BOX CULVERT = GROUND �j J320�3�
EX/S/TNG 20-7 X 5-3 PI 10+26.00
2 040 =J GROUND 2 040 EL = 2,052.93' _ 2 040 = + 2,040
2 , PI l0 45°00
o GSM EL = 2,048°18'
0 ��IT CULVERT HYDRAULIC DATA
>+4 o+o
j up L.- -
DESIGN DISCHARGE 30 CFSI
2,030 2,,, W DESIGN FREQUENCY = 2 YRS 2 030 2 030 2 030 2 030
DESIGN HW ELEVATION = 2051.3 - FT 1 I -
BASE DISCHARGE - 1400 CFS
BASE FREQUENCY = 100 YRS
I % BM/ L LL✓/',l /ON = 2066•l/ - -
N 598285.9/2G E 56.5330.8100 BASE HW ELEVATION = 2055.5 FT _
BY BL S/ A� lON 6+2d.00 OVERTOPPING DISCHARGE = 550 CFS
c OVERTOPPING FREQUENCY= 5 YRS
Dist 5'•.S L L
-�
co 3 BENCH TIE SPIKE IN 30" AS Li
OVERTOPPING ELEVATION = 2052.6 FT
0 c I I I I I I I 11
� � 10 11 12 10 10 11 12 10
L

P2 1 / 'N E `�
STAB , OF NORTH CAROLINA SHEET NO.
INDEX OF SHEETS IMP-1
DIVISION OF HI ( 1HWAYS
SHEET NO . TITLE
TRANSPORTATION MANAGEMENT PLAN TMP - 1 TITLE SHEET , VICINITY MAP AND INDEX OF SHEETS
TMP - 2 ROADWAY STANDARD DRAWINGS AND LEGEND
TMP - 2A PORTABLE CONCRETE BARRIER AT TEMPORARY
SWAIN COUNTY SHORING LOCATIONS
TMP - 3 GENERAL NOTES AND WRITTEN PHASING
MIMI1111 11Wrgt TMP - 4 TEMPORARY TRAFFIC CONTROL - PHASE I
i ilk., OM
letalailler 4020114
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ardicommur Aukippw Akir
\ ,.._• agefeisito
i , , ,
\ ‘
\ ‘ , (1) 1P`O
n
\ \\ \
\ \ 9.10
BEGIN PROJECT \ \ G N
\ \
- L - STA . 10+00 + / - \ \
\ \
gy\ \ p
\ _.1
/
7 /
� l
\ \
\ \
Mft
- DR , \\ \ \O
iiiii / : 11
I _ -
sc______________________El.r— . ki , \\ \
,----------- \ 1— — ' ' 1::::4
RUSH
sc REEK \ \
-- j>. \ es •
,_
riviNiMilli
SR 1133 ( BRUSH CREEK RD )\ , \ ,,,
.,, \ PIS
\N sr
� Sr
Vill
N
N N
• .
END PROJECT N.\ N L _IIIIIIII
- L - STA . 11 +80 + / - \ \
\ \ C„„)
\ \
\ \ Liz4
Ci irl)- --mull"
a a \ N.C.D.O. T. WORK ZONE TRAFFIC CONTROL o o F HiN X S I )c 1 1
1561 MAIL SERVICE CENTER (MSC) RALEIGH, NC 27699-1561 NO R r H y APPROVED:
i — 750 N. GREENFIELD PARKWAY, GARNER, NC 27529 (DELIVERY) ,\S of cy
esro4
44.
PHONE: [phone] FAX: (919) 771-2745 , � o 9�
r T - a �� 2 s DATE:
�\ 'i�Ailio_l_
STATE TRAFFIC MANAGEMENT ENGINEER
�1r�, � 1 DON PARKER, P.E. TRAFFIC CONTROL PROJECT ENGINEER ° o\ g PRELIMINARY��TA RY PLANS NS
�'�� �� DO NOT USE FOR CONSTRUCTION
TRAFFIC CONTROL PROJECT DESIGN ENGINEER �Fti o� 1001 Morehead Square Dr.
WORK ZONE SAFETY & MOBILITY �o r OF T R FNSP c'� Suite 610
�\/F �(, Charlotte NC, 28203
`` "from the MOUNTAINS to the COAST" TRAFFIC CONTROL DESIGN ENGINEER TRAFF �� ` NC LIC. NO. F-0165 j
J

PROJ. REFERENCE NO. SHEET NO.
17BP . 14 . R . 164 TMP - 2
ROADWAY STANDARD DRA WINGS LEGEND
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
PROJECT SERVICES UNIT - N . C . DEPARTMENT OF TRANSPORTATION - RALEIGH , N . C . , GENERAL TRAFFIC CONTROL DEVICES
DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY 4= DIRECTION OF TRAFFIC FLOW ninnin
BARRICADE (TYPE III )
ARE CONSIDERED A PART OF THESE PLANS : innnmm
--E/40"- DIRECTION OF PEDESTRIAN TRAFFIC FLOWA CONE
•
STD . NO . TITLE EXIST . PVMT . • DRUM * SKINNY DRUM
NORTH ARROW -W TEMPORARY CRASH CUSHION
\
1101 . 01 WORK ZONE ADVANCE WARNING SIGNS PROPOSED PVMT . FLASHING ARROW BOARD
1101 . 02 TEMPORARY LANE CLOSURES FLAGGER
1101 . 11 TRAFFIC CONTROL DESIGN TABLES
1110 . 01 STATIONARY WORK ZONE SIGNS 'T LAW ENFORCEMENT
1110 . 02 PORTABLE WORK ZONE SIGNS WORK AREA 1130 . 01 DRUM 11110 TRUCK MOUNTED ATTENUATOR (TMA)
1135 . 01 CONES <13 CHANGEABLE MESSAGE SIGN
1145 . 01 BARRICADES
1150 . 01 FLAGGING DEVICES TEMPORARY SIGNING
1170 . 01 POSITIVE PROTECTION
1180 . 01 SKINNY- DRUM PORTABLE SIGN
1205 . 01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1205 . 02 PAVEMENT MARKINGS - TWO- LANE AND MULTI - LANE ROADWAYS I__ STATIONARY SIGN
1205 . 04 PAVEMENT MARKINGS - INTERSECTIONS
1261 . 01 GUARDRAIL AND BARRIER DELINEATOR SPACING 0 STATIONARY OR PORTABLE SIGN
1261 . 02 GUARDRAIL AND BARRIER DELINEATOR TYPES
1262 . 01 GUARDRAIL END DELINEATION
APPROVED: DATE:
NNSI
PI''
TRANSPORTATION
MANAGEMENT PLAN
�'I INAlfl P�' NS
ROADWAY STANDARD
d➢ NOT �JS]E FOR CONSTRUCT ®N
DRAWINGS & LEGEND

PROJ. REFERENCE NO. SHEET NO.
17BP . 14 . R . 164 TMP - 2A
PCB PCB
14 3 FT MIN_ CLEARivi 2 FT MIN. _; CLEAR i i 2 FT MIN.
11
DISTANCE1.1
DISTANCE.
EDGE OF I I I I I i MINIMUM REQUIRED CLEAR DISTANCE, inches
TOP • PAVEMENT I I I I
I I I Barrier Pavement Offset * Design Speed, mph
I A I
OF WALL - Type Type ft <30 31-40 41-50 51-60 61-70 71-80
�r� PAVEMENT SECTION EDGE OF PAVEMENT SECTION EDGE OF —
NEAREST NEAREST <8 24 26 29 32 36 40
A TRAFFIC TRAFFIC 8-14 26 28 31 35 38 42
LANE LANE
14-20 27 29 34 36 39 43
REINFORCED A: TOP OF SHORING = 20-26 28 31 35 38 40 44
ZONE EDGE OF PAVEMENT 26-32 29 32 36 39 42 45
Asphalt
B: BOTTOM OF SHORING 32-38 30 34 38 41 43 46
= 38-44 31 34 41 43 45 48
B a 44-50 31 35 41 43 46 49
REINFORCEMENT mat 50-56 32 36 42 44 47 50
EXISTING BOTTOM OF EXCAVATION >56 32 36 42 45 47 51
OR oR EXISTING GRADE <8 17 18 21 22 25 26
GRADED = 8-14 19 20 23 25 26 29
= 14-20 22 22 24 26 28 31
B
20-26 23 24 26 27 30 34
Concrete 26-32 24 25 27 28 32 35
BOTTOM 32-38 24 26 27 30 33 36
OF WALL —11\ BOTTOM OF 38-44 25 26 28 30 34 37
REINFORCED ZONE 44-50 26 26 28 32 35 37
50-56 26 26 28 32 35 38
I NOTE: WALL OR SHORING HEIGHT = A - B I >56 26 27 29 32 36 38
FIGURE A :60
..,
Asphalt All 24 for All Design Speeds
c Offsets
NOTES <
I:
Ai
Concrete
eas (including
bridge All 12 for All Design Speeds
1 - REFER TO THE TRAFFIC CONTROL PLANS FOR TEMPORARY SHORING LOCATIONS AND NOTES . o approach Offsets
slabs)
2 - REFER TO THE "TEMPORARY SHORING" PROJECT SPECIAL PROVISION FOR INFORMATION ABOUT TEMPORARY SHORING AND PORTABLE
CONCRETE BARRIER ( PCB ) .
* See Figure Below
3 - PCB IS REQUIRED IF TEMPORARY SHORING IS LOCATED WITHIN THE CLEAR ZONE IN ACCORDANCE WITH THE AASHTO ROADSIDE DESIGN
GUIDE . DO NOT PLACE BARRIER DIRECTLY ON ANY SURFACE OTHER THAN ASPHALT OR CONCRETE .
(CONTACT NCDOT PAVEMENT MANAGEMENT UNIT FOR APPLICABLE PAVEMENT DESIGN ) .
4 - BASED ON THE CLEAR DISTANCE , OFFSET , DESIGN SPEED AND PAVEMENT TYPE , CHOOSE AN UNANCHORED OR ANCHORED PCB
FROM THE TABLE SHOWN IN FIGURE B . CLEAR DISTANCE IS DEFINED AS SHOWN IN FIGURE A AND OFFSET IS DEFINED AS SHOWN IN
FIGURE B .
OF FURTHEST TRAFFIC LANE
5 - AT THE CONTRACTOR'S OPTION OR IF THE MINIMUM REQUIRED CLEAR DISTANCE IS NOT AVAILABLE , SET PCB NEXT TO AND UP
AGAINST THE TRAFFIC SIDE OF THE TEMPORARY SHORING EXCEPT FOR BARRIER ABOVE TEMPORARY WALLS . PCB WITH THE MINIMUM
REQUIRED CLEAR DISTANCE IS REQUIRED ABOVE TEMPORARY WALLS .
OFFSET 7
6 - USE NCDOT PORTABLE CONCRETE BARRIER ( PCB ) IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO . 1170 . 01 AND SECTION 1170
E OF THE STANDARD SPECIFICATIONS .
PCB
L 7 - PCB REQUIREMENTS FOR TEMPORARY WALLS APPLY TO TEMPORARY MECHANICALLY STABILIZED EARTH (MSE ) WALLS AND TEMPORARY SOIL 1 1
L
O NAIL WALLS .
0
O 8 - SET PCB WITH A MINIMUM HORIZONTAL DISTANCE OF 2 FT BETWEEN THE FRONT FACE OF THE BARRIER AND THE EDGE OF THE NEAREST
\ TRAFFIC LANE AS SHOWN IN FIGURE A UNLESS OTHERWISE SHOWN IN THE PLANS AND OR AS APPROVED BY THE ENGINEER .
FIGURE B
EL
0 9 - FOR PCB ABOVE AND BEHIND TEMPORARY WALLS , PROVIDE A MINIMUM DISTANCE OF 3 FT BETWEEN THE EDGE OF PAVEMENT AND THE
cD
z WALL FACE AS SHOWN IN FIGURE A . IF THESE MINIMUM REQUIRED DISTANCES ARE NOT AVAILABLE , CONTACT THE ENGINEER .
a
0
10 - TABLE SHOWN IN FIGURE B IS BASED ON NCDOT RESEARCH PROJECT NO . 2005 - 010 WITH VEHICLE TYPE USED FOR NCHRP 350 CRASH
o TESTS . BARRIER DEFLECTIONS AND RESULTING MINIMUM REQUIRED CLEAR DISTANCES MIGHT VARY SIGNIFICANTLY FOR LARGER APPROVED: DATE: `off, NORTN!cy
HEAVIER VEHICLES , RUNS OF BARRIER LESS THAN 200 FT IN LENGTH AND WET OR DRY PAVEMENT . :� � �� ��0
owe- s
PORTABLE CONCRETE BARRIER
� o
,_� � /3 �, �� ,� TEMPORARY SHORING LOCATIONS
c\�, no Ts e G.c1) C p TRP
< HFFF\ _\ TRAF '
rnc)
o

PROJ. REFERENCE NO. SHEET NO.
GENERAL NOTES PHASING NOTES 17BP . 14 . R . 164 TMP -3
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL PHASE 1 :
DRAWINGS , STANDARD DETAILS , AND ROADWAY DETAILS ARE NOT ATTAINABLE
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED STEP 1 : INSTALL WORK ZONE ADVANCE WARNING SIGNS ON ALL ROADS ACCORDING
OVERLAPPING OF DEVICES . MODIFICATION MAY INCLUDE : MOVING , TO ROADWAY STANDARD DRAWING NO . 1101 . 01 WHERE WORK WILL BE
SUPPLEMENTING , COVERING , OR REMOVAL OF DEVICES AS DIRECTED BY THE OCCURRING NO MORE THAN THREE DAYS PRIOR TO BEGINNING CONSTRUCTION .
ENGINEER .
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF STEP 2 : USE ROADWAY STANDARD DRAWING NO . 1101 . 02 , SHEET 1 OF 15 , TO
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN INSTALL TEMPORARY GUARDRAIL AND TEMPORARY SHORING AS SHOWN ON
OR DIRECTED BY THE ENGINEER . SHEET TMP -4 . CONSTRUCT PROPOSED CULVERT AWAY FROM TRAFFIC .
LANE AND SHOULDER CLOSURE REQUIREMENTS STEP 3 : USE ROADWAY STANDARD DRAWING NO . 1101 . 02 , SHEET 1 OF 15 , REMOVE
TEMPORARY GUARDRAIL AND CONSTRUCT ASPHALT PAVING AND WEDGING ALONG
A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING - L - , -Y1 - , -Y2 - , AND - DR - .
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER . PHASE 2 :
B ) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN STEP 1 : USE ROADWAY STANDARD DRAWING NO . 1101 . 02 , SHEET 1 OF 15 , INSTALL
OPEN TRAVEL LANE , CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY FINAL PAVEMENT MARKINGS AND SHIFT TRAFFIC TO FINAL PATTERN .
STANDARD DRAWING NO . 1101 . 04 UNLESS THE WORK AREA IS PROTECTED BY SEE PAVEMENT MARKING PLANS .
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED .
STEP 2 : USE ROADWAY STANDARD DRAWING NO . 1101 . 02 , SHEET 1 OF 15 , REMOVE
C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER EXISTING BRIDGE AND ASPHALT PAVEMENT FROM OLD ALIGNMENT .
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN SEE ROADWAY PLANS .
OPEN TRAVEL LANE , CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING NO . 1101 . 02 UNLESS THE WORK AREA IS PROTECTED BY STEP 3 : ONCE CONSTRUCTION IS COMPLETE , REMOVE ALL SIGNS AND DEVICES .
BARRIER OR GUARDRAIL .
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN
TRAVEL LANE , CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING NO . 1101 . 02 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL .
D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL
OF AN UNDIVIDED OR DIVIDED FACILITY , CLOSE THE LANE ACCORDING TO
THE TRAFFIC CONTROL PLANS , ROADWAY STANDARD DRAWINGS , OR AS DIRECTED
BY THE ENGINEER . CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR
EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE .
PAVEMENT EDGE DROP OFF REQUIREMENTS
E ) BACKFILL AT A 6 : 1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
EDGE OF PAVEMENT DROP -OFF AS FOLLOWS :
BACKFILL DROP - OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER .
BACKFILL DROP - OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS LESS THAN 45 MPH .
BACKFILL WITH SUITABLE COMPACTED MATERIAL , AS APPROVED BY THE
ENGINEER , AT NO EXPENSE TO THE DEPARTMENT .
F ) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES
OF TRAFFIC FOR NOMINAL LIFTS OF 1 . 5 INCHES . INSTALL ADVANCE WARNING
"UNEVEN LANES" SIGNS (W8 - 11 ) 500 FT IN ADVANCE AND A MINIMUM
OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA .
TRAFFIC PATTERN ALTERATIONS
G ) NOTIFY THE ENGINEER TWENTY ONE (21 ) CALENDAR DAYS PRIOR TO ANY
TRAFFIC PATTERN ALTERATION .
SIGNING
H ) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
(3 ) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION .
I ) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING
TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS .
PROVIDE SIGNING REQUIRED FOR THE OFF - SITE DETOUR ROUTE AS SHOWN APPROVED: DATE:
IN THE TRAFFIC CONTROL PLANS . NNSI
®T USE FOR CONSTRUCT®N TRANSPORTATION
J ) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY MANAGEMENT NOTES PLAN
TRAFFIC PATTERN . PI1y ILIMINA 'Y PI, NS
GENERAL D
WRITTEN PHASING

PROJ. REFERENCE NO. SHEET NO.
17BP . 14 . R . 164 TMP - 4
.\
\\
LOCATION/ EST. AVERAGE MAX SHORING
\\
SHORING FROM STATION TO STATION OFFSET RANGE SHORING
` TYPE HEIGHT HEIGHT
ti
'T ROADWAY 11 + 83 11 + 70 81 .3' RT OF —L— TO g 4' 10'
\\\\ O 43.2' LT OF —L—
'p�
\\Ikk\
o``
\
` I I
\� 4:e\ I I
`
I I
I I
\ii\I
I I
1 1
\
\ \
\ \
• \ \
'\ \ \
\\ \\ R 1 1 -2
. \\�\ ``\ 48"X30"
• `` Pr/ ROAD FAIrl
` CLOSED
PROPOSED CULVERT W1 -6L
`\ \ / �/A 48"x24"
\ \
PROPOSED RETAINING WALL
- DR 1 - `` TYPE III BARRICADE
/ \ \
01/ QUANTITY = 1 , 050 SQ FT '' \
`\ \ .' ,
\ ,- ,-
TEMPORARY SHORING • \\
\
FROM - L - STA . 1 1 +83 , 81 3' RT ± ,.�� r r,yir
""
TO - L - STA . 1 1 +70 , 43 . 2' LT ± �4, \`
\ �\ /
( SEE SHEET TMP - 2A FOR
\
TEMPORARY SHORING NOTES ) Sr
\
` `
//,
-► A \
- Sr
BEGIN TEMPORARY GUARDRAIL
AT- 1 ANCHOR UNIT —
-Y2 - STA . 10+15 , 10 . 6' LT ± :'
SC _ ; - -,- 44
______
\ ..
s
� ������ `\
S - \
-- "' . ______--- ------------- � � Sr
S \ `\\ END TEMPORARY GUARDRAIL
AT- 1 ANCHOR UNIT
i ' / \`. -Y2 - STA . 1 1 +88 , 30 . 2' LT ±
AO
.-------- °F- , (fl- \k ?;°)
C;C)‘
N EXISTING3S ��.
Iii ,
,- . �� 3 1 PAVEME NT
, .-
_ .
NNN
Ilk IIIL NOTES : NNN
1 . ALL PAVEMENT MARKINGS ARE EXISTING MARKINGS UNLESS OTHERWISE NOTED .
J11-7- 2 . USE NCDOT ROADWAY STANDARD DRAWINGS 1101 . 02 , SHEET 1 OF 14 , FOR
----- SIGNS , TAPERS , FLAGGER LOCATIONS , AND ADDITIONAL DETAILS TO
CONSTRUCT - L - TIE - IN .
APPROVED: DATE:
SECTION A - A \ \ N I Pli\ LIMINAII\ Y PL NS
NOT USE FOP, ®MTE'UCT ®N TRANSPORTATION
ID
MANAGEMENT PLAN
TEMPORARY TRAFFIC CONTROL
PHASE I

PROJ. REFERENCE NO. SHEET NO.
17BP . 14 . R . 164 PMP - 01
PAVEMENT MARKING SCHEDULE GENERAL NOTES
P2 WHITE STOPBAR ( 24 " , 2 COATS ) THE FOLLOWING NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE
P8 2 FT . - 6 FT . / SP WHITE MINISKIP ( 4 " , 2 COATS ) PROJECT , EXCEPT WHEN OTHERWISE NOTED IN THE PLAN , OR DIRECTED
PA PAINT WHITE EDGELINE ( 4 " , 2 COATS ) BY THE ENGINEER .
PI PAINT YELLOW DOUBLE CENTER LINE ( 4 " , 2 COATS )
A) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL
ROADWAY STANDARD DRAWINGS SURFACE AS FOLLOWS :
1205 . 01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS ROAD MARKING MARKER
SR 1132 PAINT NONE
1205 . 02 PAVEMENT MARKINGS - DIVIDED AND UNDIVIDED ROADWAYS SR 1133 PAINT NONE
1205 . 04 PAVEMENT MARKINGS - INTERSECTIONS
1205 . 12 PAVEMENT MARKINGS - BRIDGES B ) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT
1261 . 01 GUARDRAIL AND BARRIER DELINEATOR SPACING MARKING LINES .
1261 . 02 GUARDRAIL AND BARRIER DELINEATOR TYPES C ) REMOVE / REPLACE ANY CONFLICTING / DAMAGED PAVEMENT MARKINGS AND
1262 . 01 GUARDRAIL END DELINEATION MARKERS .
1264 . 01 OBJECT MARKERS D ) STOP BAR LOCATIONS AT NON - SIGNALIZED INTERSECTIONS MAY BE
1264 . 02 PLACEMENT OF OBJECT MARKERS ADJUSTED AS DIRECTED BY THE ENGINEER .
E ) ALL PAVEMENT MARKINGS ARE EXISTING UNLESS OTHERWISE NOTED .
F ) RELOCATE ALL EXISTING SIGNS AS REQUIRED BY THE ENGINEER .
\ 65, i i
BEGIN PA PI �O
s \ \
- L - STA . 10+00 + / - '� �0 \\ \\
y \
PA
dl'A \ ,OCleCV , \
,
�O
PI ,PO END PA , BEGIN P8
END PA , BEGIN P8 . - L - STA . 10+84 + / -
- L - STA . 10+42 + / -
\
P8 y
\ .\
j ,\ \
k \ '
\ 0 \\ \ ,
ti P8 \\ \
\ ,
\ /
END 1*, BEGIN PA `
- L - STA . 10+78 + / - \\
PA \� END P8 , BEGIN t)_
END PI r - L - STA . 11 + 17 + / -
\.-
END P , BEGIN P8 - L - STA . 1 1 +70 + / - \\-----x
S� END P8
- Y2 - STA . 1 1 + 10 + / - 11111 -
, - Y2 - STA . 1 1 +66 + / -
TIE TO EXISTING SC SfCA:0 - ,
\( Sr jnit
5
N S'i. _RvS ►_. - - - -W PA
�� END PA Sr-
Sc /
- Y2 - STA . 12+50 + / -
11 +00 P2 P8 TIE TO EXISTING
/33
c);0)
S� �
L'e"C)‘\ S"
N
PAVEMENT MARKING QUANTITIES
P2 PAY ITEM LENGTH = 12 LF TOTAL QUANTITY = 24 LF
APPROVED: DATE:
P8 PAY ITEM LENGTH = 127 LF TOTAL QUANTITY = 64 LF
PA PAY ITEM LENGTH = 401 LF TOTAL QUANTITY = 802 LF
PI PAY ITEM LENGTH = 170 LF TOTAL QUANTITY = 680 LF NN N I Pis;ELIMINAl', Y PLANS PAVEMENT MARKING PLAN
IDO NOT USE FOR U®NSTF UCTI®N

6 C 7. '
See Sheet �-A For Index of Sheets (Not Included) �� �A� �� �WO. �� ��,�
\1:1:1 See Sheet -B For Symbology SheetSTATE v � D 1ThP0i4Jti44 EC-1
OF RTH ItO � Fri weM.wo. a AA*01.wa DIORIPTIO v
n
9 L
li DIVISION OF HIGHWAYS
•
114SR 1133 •
ELq$ION_AND T OL MA$ULE$� �CEED PLAN FOI•� OPO E�
SR 1132 110401off 0p4doff
Mill HICKORY
COVE RD I I - / ". HIGHWAY ERosIoN CONTRoL 1 ,I, ly� T:::
Sfl� �ilttih1 I, I , T DivrOio�l 71)
l e, *011 : I ,, 11 T rtiporary Silt F01 III III III
•
1 L'',, 11 Temporary l rnis a]J Slops Dr&ins 4-
r PROJECT 1 , �,i, I silt Lih Type I'////
ey‘21111114
��` SR 1131 LOCATION 1 �, 11 T �poraryo�ki1� �11��k Typ �A� i�i�%i�i
MARR
11111111111 p��cREEK RD ITemporary ]E�o�ki1t OhOk ']["yp -A wish
LOCATION: REPLACEMENT OF BRIDGE No. 133 tip$ AJid PolyaOryla�i4 (PAM) ;,;
1 i T niporary Rook $ilk Ch Typ �B
Wa 10//Coir Fib6r Wattl$ B"'-
baa »eW 61-
TYPE OF WORK: GRADING, DRAINAGE, PAVING, ALUMINUM Watt10 Coir FibOr W4uu10
wi�� ]�olya�ryla�i�� (�A�
,,` CULVERT AND PAVEMENT MARKINGS
M)
1 TO�pora,ry 1$00k $04i0i0> 1t Dam Typ �A�
VIC I N I TY I\JLAP1 1 , T6 orar Rook ditOli Dam T �';', ''
p y ]� � yp���---- �
1 1 Roa ]Pips WO $ cliniOitt Trap Typo-A
•
Ell; %. 'N% i .. i /
1/ !� 1 Rork Pip0 IM1 O $0di�0nt Trap Type-11 (0) .
: . . A / / , .
1 1 r
i, Sul1 n$ �asili
a3 _ ) (
/// / Pp G�\O 1 I 4 SpOial $(illiti4 na.Sia
�G o k l[r�1 �iu� � Try
C...) BEGIN CONSTRUCTION , �, �, R � p
-Y 1 - STA. 10+15.00 � •
�, ° �"-�R o-' 1 1 Type A A A
/
iiiiiiiiih;14111111I
.;'� , .tiS,_. � / f 1400
4* Type B II
END CONSTRUCTION ° ...-.
d 1 Type C I.
-Y1 - STA. 10+64. 18 ,,-- ... i o \s°
eiN- ----,
- �' ]16.�ih ) D-E
�kite��zsr
NIS
BEGIN CONSTRUCTION ,off% -L- 0
1 Ti�raki�r►a�r Basin
-DR1 - STA. 10+10.00 ,,-�`� �` ifi
, ,I �i
�,,� �� L STA. 11 87.72
. � � Y2- STA. 11 37.90
Infiltration 1301a
14
1;:eig •
BEGIN TIP PROJECT 17BP. 14. R. 164 THIS PROJECT CONTAINS
-L- STA. 10+00.00 �%�
I EROSION CONTROL PLANS
P114
. , FOR CLEARING AND
- �� N C.
GRUBBING PHASE OF
END TIP PROJECT I7BP. 14. R. 164
��� �� \ �� �� CONSTRUCTION.
"o CN -L- STA. 11 +79.85
° E3) 1 di SL * ." . \ - \\\ i \ * /C) .
13.
,, ' C. 3 , \ ylhimiii,j211111 / 4t
oC .• ,\ , •01:16
iri AZ6
* ....* fl.i\\I ()) %
p c�� I\ \ ° C)3% 1. \
\ \ o -Y2- STA. 10+00.00
r........_7 -- -'c.
02
Elliiiiiii , .
. DO° 46 •
F0 \ ?4\i, .. . .szt. -
M sy, . - i .
N
_I .. 1
O
CC •
0 H
Z
z END CONSTRUCTION 0N0
O
0
-D R 1 - STA. 10+60.00
CC
w
0 r c r r --
a
`7
. GRAPHIC SCALE
Roadway Standard Drawings
Prepared in the Office of: Reviewed in Me Office of:
2 THESE EROSION AND SEDIMENT ]� ]��+ ]��(�+ ]]��� The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
iR OAL.JSILJG ENVIRONMENTAL YIGNTAL UNIT
T Unit- N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
e CONTROL PLANS COMPLY WITH NN
WSP usA
434 FAYETTEVILLE STREET revison thereto are applicable to this project and by reference hereby are considered a part of
S I )
e THE REGULATIONS SET FORTH SUITE lsoo 693 Mountain Road
RALEIGH,NC 27601 these plans.
PLANS BY THE NCG-010000 GENERAL Fcwo AX` 919836 099 Hendersonville, NC 28791
-, CONSTRUCTION PERMIT EFFECTIVE LICENSE NO.F-0165 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A
E 0 50 AUGUST 1, 2018 AND ISSUED BY 2018 STANDARD SPECIFICATIONS 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B
m THE NORTH CAROLINA DEPARTMENT 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C
1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A
OF ENVIRONMENT AND NATURAL 1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B
cri PROFILE (HORIZONTAL) RESOURCES DIVISION OF WATER Designed by: Reviewed 1630.01 Riser Basin
1634.01 Temporary Rock Sediment Dam Type A
co-' 0 0 RESOURCES. 1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B
RANA STANSELL PE 3597 REID WHITEHEAD PE CPESC 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A
co co
y 1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B
N ors NAME LEVEL III CERTIFICATION NO. 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle
N` e, PROFILE (VERTICAL) 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing
uD 1631.01 Matting Installation

PROJECT REFERENCE NO. SHEET NO.
17BP.l4.RJ64 EC-2
R'W SHEET NO.
TEMPORARY ROCK SILT CHECK TYPE ' A '
WITH , ROADWAY DESIGN ENGINEER HYDRAULICS
ENGINEER
EXCELSIOR MATTING AND POLYACRYLAMIDE ( PAM )
EXCELSIOR NOTES
MATTING
FLOW
BF INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
u
ACCORDANCE WITH ROADWAY STANDARD DRAWING NO . 1633 . 01 .
SEDIMENT CONTROL STONE . ic:lb'- ��-''rr ...
"eeta �'' '-, �'0'�t�`=`'' USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
`--.' �°'4`o- �4''Iwo -'r4t �`` '4' '-- -- MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE .
• n--i;tr4reti6Yt0yJ41ks-*
A g a g PRIOR TO POLYACRYLAMIDE ( PAM ) APPLICATION OBTAIN
o O p 0 0 ., O O �, O O p I, C p• O p 0 O p .
0 c90 '4190 ,, 000 000 A SOIL SAMPLE FROM PROJECT LOCATION , AND FROM OFFSITE
� 90 ,
v UOv C , 000 � O° o00 C0 � o� l ov0 Uo" MATERIAL , AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
O p 0 O p 0 O p 0 Q �, O O p I' i p O O �� O O p 0 O
TO BE APPLIED TO EACH ROCK SILT CHECK .
c 0
p0c� pn0 pOC� ,, OO p1 q p0O �� �� (� pncm
• , �0 . �. . 7, �0 . v .. . .S a �0 . -
. 0_0 p �• 90 4 , 00 pI005 p0 p0_ 90
o0 0 ,� o � 00 � o0 0 .
• O p00 p .• m i, 00 p1 R :Pe:0 p00
000 0 •q, 00 DOu 0 0 0 INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE ( PAM )p00p0 , OOp1 � p0Op0 O O O ii O
o ,0Q p 00, 0 , ,00 •
. 2 , 0o 0 , 0 TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
p0 , p00 poo po •
_ O2 BOO ,O0 .
�4p0 D 0o p EVENT THAT EQUALS OR EXCEEDS 0 . 50 INCHES .
o
STRUCTURAL STONEc. °
B —
PAM
( 4 OZ . )
PLAN
• ..• ••
. ...••
gm.
' - lriw--.---' vd
,opp
` 9
!!�v�j���-�--fir
\ .- 48, /
111PA **
INSET A
See Inset A
air, gi_Nir
` CLASS B STONE
i
O 2 / 3 CHANNEL C EXCELSIOR
I � WIDTH i i 1 MIN MATTING
�: 0a0 '� � �0 � a c06 p . 12 "
1 MIN _ 00 po . po0 , '00200 ' .
�� __ �. __ _f----1„.1
II _ �. H = 2 MIN p o O p 0 0 p 0 0 p .
7 OD OD 0 � OO i- o
��'r• 7,�Vr►�0�i��� ,i, 0 0 0 0 0 o O O O
4.I, 1S47 %�•.:11�r►*i O a 0�.
-III-III-III-I I I
I I I-III-III-III-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-III I-Ill-
EXCELSIOR
MATTING SECTION B - B CLASS B STONE
SECTION A - A
\ OT TO SCALE

PROJECT REFERENCE NO. SHEET NO.
l7BP.14.R.164 EC-2A
R'W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
WATTLE BARRIER DETAIL
NOTES :
USE MINIMUM 18 IN . NOMINAL DIAMETER EXCELSIOR WATTLE
AND LENGTH OF 10 FT .
ROAD ,..449Ik EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED .
GRADE FILL DO NOT PLACE WATTLES ON TOE OF SLOPE .
MATERIAL
"''' / USE 2 FT . WOODEN STAKES WITH A 2 IN . BY 2 IN . NOMINAL
CROSS SECTION .
: **'
INSTALL A MINIMUM OF : ;;:
UPSLOPE STAKES AND 4 DO
STAKES AT AN ANGLE TOWEDGE WATTLE TO GROUND .
PROVIDE STAPLES MADE:ii
��,.,44:: INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
� .�:.- " BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL .
00,�:•OOc��-
�- `•' WATTLE FOR BREAKS ALONG LARGE SLOPES ' USE MAXIMUM SPACING OF 25 FT .
•
TOE ''W ' "
OF FILL
fi.t.•' FILL SLOPE
�i�i�i�i�i�i�i�i�i
INSET A t ,A\!.�.❖.•.'.• f
ISOMETRIC VIEW ''��'=�
•
.
2 '' - 3 '' TRENCH
2' WOODEN I I
STAKE TOE OF FILL
2" 18" WATTLE
Fa- 4 FT . i
�
i������������������������������� U PS L 0 P E STAKE iiiiiiiiiiiiiiii
*�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i
15 16 : � ������������ ������������� o������ �������v�������: ►���������������1 �i vv : ► vv� ►vvvvvvvvvvvv�' l �� I 4 � i4• 4 • iieii4 • � ►"��$$ltiPM:i��� � !.�i�i �� ����������������� ��
—I I I I I— 141l�11gI I:I I-11 I A 1±I IM1V1-11 I-�I II 1 - 1 I Vit0.;4 6 11W.§0 - -I I IMI ft. —ll —ll :- -m ^ = . ^ M = - , _M_ ,_ - = _ .............♦....�.♦....♦.•........•.........
F.44 14\
2 FT .
SEE INSET A le WATTLE
DOWNSLOPE STAKE
FRONT VIEW TOP VIEW

PROJECT REFERENCE NO. SHEET NO.
178PJ4RJ64 EC-3
DI VISION 0141
H I C H y V d J1 11 S ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
STATE OF NORTH CAROLINA
SOIL S TABILIZA T10N TIMEFRAMES
S/TF DFSCP/PTION STABILIZATION TI/fE T///EFAA//E EXCEPTIONS
PERIMETER DIKES , SO/ ALES , DITCHES AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER ( HOW ) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3e1 7 DAYS IF SLOPES ARE 10 ' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2e1914 DAYS ARE ALLO \' ' EDO
SLOPES 3o1OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50 ' IN
LENGTH .
ALL OTHER AREAS WITH SLOPES FLATTER THAN q : l 14 DAYS NONE , EXCEPT FOR PERIVETERS AND HOW ZONES .

• PROJECT REFERENCE NO. SHEET NO.
17BP.R.14.164 Ec 4/caNsr 4
R'W SHEET NO.
\�� \ E)(IN
' \ N
" 1 k \ ♦' ROADE WAYDRSIGN GIS•
S
L:-
� , _ / f _ ill .\ \ A
I /4DUn L LyyI . IVIUUIN I HIIN I IIJUL9 IINL0 � 6 i / ix" // /
, ' L'G u D3 263 PG 750 ` ip f, s 3
N26\ \ . / / .
► q
0 J\
3 \n(1 0<r? cg) k
, <0.• , 1
,t,
WOODS c 401A * �� „58 I .,,
$3
rit
m�,. I ,41,.
0
it • i c)' ' -. •. :4,,,,
00, . ,,
et
Zm� ti .� o = � WOODS% vSlo •
•
tal ID in\ In • ri, iiiir -
�� NpZ12�•
\.. q , ,, ozgpz -
2A o GR ,p 4/ ��z HO
♦ 0.
... 0 N'%,, c<.- groll
• .,_ 4
I I ii, , so LOZ= N3-13
A —
BEGIN CONSTRUCT/ON .,
�l �� 144.71- i
a\-\\ In
-YI-Sto.10+15.00 ► � �► � 1, pv `, I, imaiwe,
g # ON rn
END CONSTRUCTION IP1k� �, ,���'�r , - - -• - - ! i SOal°111
it
ycEogz-_ NN\
aii
010„,7
-L- POC Sto.11+00.20= 4-'- ' . VUlf_ 4 0 1.'�� I .
Yl POT Sta 10+74.21 / 1 1 A f i I ± \ M ili: ,
rk, ail li.���; �`�^��If
-. AI ; t._1.,_ \ ►`'- S 8 116 - CLASS 1 RIP RAP
•. ,� 1 � "Ill 4).mh �� ► �t .,�... EST TONS = 17
.. .� ,, - �, , In •
4 / , 4)444* b ':!x, I\N\
s �.� Ark.. •6:-.111‘ fillikir114.\\A:
,bz \C z -
•
if
, �' / '�'� �� Iv ... 44" -L- STA.Il+87.72=
�, Jr, �z. ,,�; t id -Y2- STA.Il 37.90
' ��'J• ,� ■ "� I T/P PROJECT /T P/4
7 1 / ..; i
Al , I ENDB .R.164
�- - - - - �, E �,-� •' _ mg , -L- STA.II+79 85
_______-Sta.10+60.00 I A, ,,, (eI1
-DRI-Sta.100.0• 4,_,,lif4 Ar 4r: / ,F ),(;2 O NAttlas e e . ,: , p , itt,
,,,,1. 40,,s,,,,r„ _,,_.„,„_f_iii,,,,,,__
. "7/ -rpop, ! 444r'-/-41 • ' •W'
IWIR 4 \ \\ ,c,
L :41/
).p833 �� ;, %, . CLASS I RIP RAP
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BRIDGE REMOVAL AND CULVERT CONSTRUCTION SHALL BE PER
CLEARING AND GRUBBING REQUIREMENTS IN THE NCDOT BEST MANAGEMENT PRACTICES
EROSION CONTROL FOR FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL
CONSTRUCTION SHEET 4
DEWATER AREA BEHIND IMPERVIOUS DIKES
INTO SPECIAL STILLING BASIN(S).

PROJECT REFERENCE NO. SHEET NO.
17BP.RJ4J64 EC-5,caNsT4
R'W SHEET NO.
\�� N
' 10\ ♦" I
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INSTALL MATTING FOR INSTALL CLASS B RIPRAP IN THE
EROSION CONTROL IN THE PROPOSED DITCH LINE.
PROPOSED DITCH LINE. STA 10 + 00 TO 10 + 75 -L- LT
STA 10 + 75 TO OUT -L- RT STA 10 + 75 TO 10 + 90 -L- LT

PROJECT REFERENCE NO. SHEET NO.
l7BP°14.R.I64 EC-6/CONST.4
R'W SHEET NOCULVERT CONSTRUCTION SEQUENCE .
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
. L.
STA • 11 + 5 9 • 9 5
PHASE I PHASE II
1° CONSTRUCT IMPERIOUS DIKES. DEWATER AREA ENCLOSED INSIDE OF IMPERVIOUS DIKES INTO SPECIAL STILLING BASIN. SPECIAL CARE
SHALL BE TAKEN TO NOT IMPACT WETLANDS. 1. ONCE NEW ROADWAY IS OPEN TO TRAFFIC, INSTALL IMPERVIOUS DIKES UNDER EXISTING BRIDGE°
2. INSTALL TEMPORARY 36" FLEXIBLE PIPE AS SHOWN. DEWATER AREA AS NECESSARY INTO SPECIAL STILLING BASIN. 2. DEWATER AREA INSIDE OF IMPERVIOUS DIKES AS NECESSARY INTO SPECIAL STILLING BASIN.
3. INSTALL ALUMINUM BOX CULVERT, INCLUDING WINGWALLS° CONSTRUCT SILLS, BAFFLES, AND BENCHES. BACKFILL INSIDE CULVERT WITH 3. REMOVE EXISITING BRIDGE AND GRADE SLOPES WHERE BRIDGE WAS AT A 1.5:1.
STOCKPILED NATIVE MATERIAL°
4. PLACE FILL OVER CULVERT. REMOVE TEMPORARY 36" FLEXIBLE PIPE AND IMPERVIOUS DIKES. FINISH ROADWAY WORK AND OPEN TO TRAFFIC° 4. REMOVE IMPERVIOUS DIKES AND ASPHALT AS SHOWN ON PLANS.
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NO. SHEETS
NDOD 17BP.14.R.164 RF-1
grrA rE PRQANO. R A.PROF.wo. )) RIPTION
J
PLANTING DETAILS
\
SEEDLING / LINER BAREROOT PLANTING DETAIL
REFORESTATION
HEALING IN DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
1. Locate a healing-in site in a shady, well ❑ TREE REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING,
protected area.
2. Excavate a flat bottom trench AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.
12 inches deep and provide drainage.
1=1III=1111=111-III-I 1 I-III-III-I I - 4111111"
/ III-III-111E111E111-111E111E11 "
/N 1-111E111=111E111E111-111=11 ;; . 2 inch
/0/ II
/i\\i�\\/ �1111111111 II 11 � IEIIIIIII111�I :1111E1111 +, 11 111 III111IEI111I� 1III 1ITI 4' II 111 11111IETII
\// •I 11-111E11 I I IEI I I=I E I- •111EI E IE1 1 1�E1EIEI-IEI- 111 111E11 1 , 11-I I IEI I I-
// 1E111E111= -111E111-1 II 1-111E111E; -111E111-1 I 1E1 IEI I I-,')=111E111E11
p •111-111E111E111E111EI I IE 11E11E11E11E11E111E •111_I I IE I I-III=III-III=
1E1_1 E111E111E111E111E11 1E111-111E111-111-111E11 1E111E111=111E111E111E1I
/�/� =-,- 111E11E111E111E111111- •1 I I-111E111=111=111=111- •111111-111111111111-
1. Insert planting bar 2. Remove planting bar 3. Insert planting bar
as shown and pull handle and place seedling at 2 inches toward planter
toward planter. correct depth. from seedling.
3. Backfill the trench with 2 inches well
rotted sawdust. Place a 2 inch layer of
well rotted sawdust at a sloping angle
at one end of the trench. Amiiiimr
REFORESTATION
.//// - - •
MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING:
IEI 1- III-111-III- 11 IIIEI,� IIIE I I -11 I Effi. I I111= =I 11
II 11I I I II I S', I Ii11I I Ii11I I II I II I 11111E1 I',:11111i111111 I 1 11I l 11i11I 1 I1 ,�� 1i11I 1 Ii11111 25% LIRIODENDRON TULIPIFERA TULIP POPLAR 12 in - 18 in BR
, Ell 11='�-111E1111E11 11 11EI 1 I 1E111E1 I I I I- .,E111E11 . I I IEI 11-
� :III-=III-III-III=1 11= I I- I-III=1 I _III=1 I I -�-III=1 I I- I I=1 I I=
4. Place a single layer of plants -III-I I 1=III=III=III=11 III-III-III-III=III=III 11=IEI=111E111E11 E111- 25% PLATANUS OCCIDENTAL'S AMERIC,AN SYCAMORE 12 in - 18 in BR
against the sloping end so that 111E111E111E111=111=111- 11=111=111=111=111=111 -111E111E111E111=111=11
the root collar is at ground level. • . F
4. Pull handle of bar 5. Push handle forward 6. Leave compaction
// " , toward planter, firming firming soil at top. hole open. Water 25% FRAXINUS PENNSYLVANICA GREEN ASH 12 in - 18 in BR
i
� ! : , soil at bottom.
thoroughly.
v%%��� ::, " 25% BETULA NIGRA RIVER BIRCH 12 in - 18 in BR
'' ; . . . PLANTING NOTES:
%\ , : PLANTING BAG ,
During planting, seedlings ti141.3111.1-Vi''�
shall be kept in a moist canvas bag or similar f5. Place a 2 inch layer of well rotted. , / container to prevent the
sawdust over the roots maintaining root systems from drying.
a sloping angle.
KBC PLANTING BAR
/0/ . . • Planting bar shall have a
/V// , . - blade with a triangular
j cross section, and shall
✓/ ' , - - . - . , be 12 inches long,
fr 4 inches wide and
is • : , ; , : , : 1 inch thick at center.
2
i \
6. Repeat layers of plants and sawdust gIIpr1
as necessary and water thoroughly. ROOT PRUNING REFORESTATION DETAIL SHEET
All seedlings shall be root
pruned, if necessary, so that \
no roots extend more than V
10 inches below the �L �)LOIl`�- I'�OA�DE ENVIRONMENTAL UNIT
root collar.
2 \. 2

di. STATE OF NORTH CAROLINA T.I.P.NO. SHEET NO.
►�, DIVISION OF HIGHWAYS 17BP.14.R.164 UO-1
0
Mica
I Knob
„<<,,,_
UTILITIES BY OTHERS
,,
/,,, • 'cam/ 1131 PROJECT
PSI
SITE SWAIN COUNTY
/:1:1 1132 ,
w
.` HICKORY,
a ` COVE RD'
Iftesa1 ► ; 4, ,
L . ersh K ` LOCATION: STRUCTURE 860133 OVER BRUSH CREEK
�1 1133 USHcce ON SR 1132 (HICKORY COVE ROAD)
7` BRUSH CREEK RD 4'
V —
L'411 TYPE OF WORK: AERIAL POWER
OVICINITY MAP
H H / /
1,,c4 /1141114
///
A( f ...________
/ ,? �
BEGIN CONSTRUCTION I < // 7 �
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END C�rS1nCT Lvoil
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BEGIN CONSTRUCTION / --STA,11+70.09
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BEGIN TIP PROJECT
17BP.lQR.1@4
-L-STA,t@+ettio 0 0;
\ I \ r Charlotte,
_ °No oa s ooaeelna
‘'
�' TenCities.
w r'
///,, \ 9
o Vi11 11n&Mel@off Knoxville,
\ ° ab ni bebop Consulting Engineers
nessee
O Asheville, Middlesboro,
END CONSTRUCTION/ \ \ \ ■ North Carolina ° os 5 6600
—DRI—STA.1@+ @@ \ sza.xs3.279s Spartanburg,
w °South 741777°na
w
'MIL!
oo>��a aem�a on.Inc.
IL(
\II
PREPARED FOR THE OFFICEE
r ! _ GRAPHIC SCALES INDEX OF SHEETS UTILITY OWNERS ON PROJECT PLANS . '1 �, OF:
Q __ 30 15 0 30 60 SHEET NO. DESCRIPTION (1) POWER — DUKE ENERGY PREPARED DIVISIONTILIEOF HIGHWAYS
UTILITIES ENGINEERING
N `l (2) TELEPHONE — FRONTIER COMMUNICATIONS BY: o , Z SECTION
PLANS UO-1 TITLE SHEET y ir w 1591 MAIL SERVICES CENTER
oM F p�� RALEIGH NC 1591
PHONE [phone]
4
rn UO-2 UTILITIES BY OTHERS PLAN SHEET VM
mr OF TRO FAX [phone]
I Vaughn&Mellon
ail_ O Consulting Engineers
Robert Golding DIVISION 14 UTILITY COORDINATOR
oa 1318-F Patton Ave.
moo- ` Asheville,NC 28806
Q ` 828 253 2796 Lynn Mann,P.G. UTILITIES PROJECT COORDINATOR
J
>1— ` �

I—I- t 1
I i o STRUCTURE 860133
M V PROJECT REFERENCE NO. SHEET NO.
�N /////
SWAIN COUNTY l7BP.l4.R.164 U0-2
-V i
UTILITIES BY OTHERS
c
/ / NOTE:
T / ALL PROPOSED UTILITY WORK
} / SHOWN ON THIS SHEET WILL
BE DONE BY OTHERS
o Pift4 / : / /
. /
ti
6 TABOR-LEWIS MOUNTAIN HOUSE, INC. / / -
DB 263 PG 750 BEGIN CONSTRUCTION tirTI —
N O -YI-STA.I0+I5.00 1:(/)
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REPLACE EX. DUKE POLE ��,L. 'S 0 1 / / NEW DUKE
WITH 45/4 POLE pVE i� t o ' GUY ANCHOR
1110110/ ADJUST GUY ANCHORS _
c
4 ,iH p, L'ES�' III
1r STA. 11+00.20= m �r O o�.�Y� 1� YZ_ � f
END CONSTRUCTION '-------\
P`O�%�',,„oft REMOVE E X. UO
BEGIN CULVERT �; b ems I 9Fq�0 +" DUKE POLE
-YI-STA. 70+74.27 -L-STA.11+49.47 '�' ,� �F �,,
- END TIP PROJECT I7BP.14.R.164
1i LAW I STA. 11+79.85
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,v� �r Qj 11. -Y2-STA.10+78.42 TO STA.11+08.50 PB 10 PG 8
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DB 263 PG 750
s
z a 0
o Do Dol
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o Charlotte.
CD Duke o ❑Nor+n canolma
z e Energy
o M Transmission9H W o mifcitles,
--I , a ° Tennessee
u z o m LJ Knoxville,
O c z o Yaugrn&Melton
o n JASON SAMUEL GOOTEE
DB 383 PG 251 Consulting glneer5 ° Tennessee
z m n "s,ssaoo
UQ m z X Asheville, Middlesboro,
WI— O 30 15 0 30 60 m �, \ PB 10 PG 8 . North Corolino ° Ka�t�.Ny
1 11 . ua9.aa,�9.a .o. . �s,,assoo
m Spartanburg,
d O ❑South Carolina
z \ ° esa n ails
�a V
a5 Cr \ 1

W-AMRAG-L-00019,8/31/2018,J:\188360C - 2015 W Divisions Planning Design On-Call\1188360C Group 3 Bridges\17BP.R164.860133\Roadway\XSC\XSC_Summary_X-1A.xls
PROJ. REFERENCE NO. SHEET NO. I
STATE OF NORTH CAROLINA _ 17BP.14.R.164 X-1A I
DIVISION OF HIGHWAYS
NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT CROSS-SECTION SUMMARY
STATION -L- UNCL. EXC. (CY) EMBT. (CY)
10+00.00 - -
10+25.00 10 4
10+50.00 27 7
10+75.00 28 7
11+00.00 8 20
11+25.00 0 70
11+50.00 0 110
11+60.00 0 48
11+70.00 0 59
11+75.00 0 23
11+79.85 3 6
-Y1-
10+15.00 _ _
10+25.00 4 0
10+50.00 6 0
10+64.18 2 0
-DR1-
10+10.00 _ _
10+25.00 1 4
10+50.00 3 6
10+60.00 3 0
-Y2-
10+48.50 - -
10+78.42 _ 1
10+84.64 0 1
11+00.33 1 3
11+11.29 0 3
11+63.91 2 9
11+78.96 1 0
11+92.33 0 0
Note:
Approximate quantities only. Unclassified excavation, borrow
excavation, fine grading, clearing and grubbing, and removal of existing
pavement will be paid for at the lump sum price for "Grading".

cr 0 2.5 5 PROJ. REFERENCE`_. i_.. -1
P, SHEET1 64 X NO.
'' uDhl17!!ll!77I'' I
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BM41 RR SPIKE IN 30" ASH, 274 ' RT , STA. 11 + 88.00 - L - , ELEV. = 2068. 17'
WOODS NOTES
. CULVERT
STA. 11+59.95 -L- ASSUMED LIVE LOAD HL-93 OR ALTERNATE LOADING. THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF THE CULVERT
BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL
PROPOSED MAXIMUM DESIGN FILL 4.0' PROPERLY TAKE CARE OF THE FILL.
STRUCTURE 4133
STA. 11+87.72 -L- MINIMUM DESIGN FILL 3.3' FOR ALUMINUM BOX CULVERT AND FOUNDATIONS, SEE SPECIAL
STA. 11+37.90 -Y2- PROPOSED GUARDRAIL PROVISIONS FOR ALUMINUM BOX CULVERT.
T ,, PT STA. 12-F49.99 -Y2- (ROADWAY DETAIL & FOR OTHER DESIGN DATA AND NOTES, SEE STANDARD NOTE SHEET.
ES GRgQY PAY ITEM) (TYP.) THE DETAILS SHOWN HERE ARE FOR GENERAL LAYOUT ONLY. THE
rEp n • -Y2- FOR CULVERT DIVERSION DETAILS, SEE EROSION CONTROL PLANS. SUPPLIER SHALL SUPPLY DESIGNS AND DETAILS FOR REVIEW AND
(BRUSH CREEK RD.) APPROVAL THAT MEET THE REQUIREMENTS OF AASHTO LRFD BRIDGE
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH DESIGN SPECIFICATIONS, SECTION 12, AND ARE SEALED BY A NORTH
90
"HEC 18-EVALUATING SCOUR AT BRIDGES." CAROLINA REGISTERED PROFESSIONAL ENGINEER.
0000
c •
AFTER SERVING AS A TEMPORARY STRUCTURE THE EXISTING STRUCTURE THE CONTRACTOR SHALL SUBMIT SEALED SHOP DRAWING PLANS FOR THE
"J - .. / / CONSISTING OF A SINGLE SPAN. 18'-6 WITH AN ASPHALT WEARING SURFACE ON A ALUMINUM BOX CULVERT ALUMINUMHEADWALL, WING WAL
LS INCLUDING
TIMBER DECK ON TIMBER JOISTS, HAVING A CLEAR ROADWAY WIDTH OF 15'-11�/2" EXTENSION AND ANY REQUIRED FOUNDATIONS TO NCDOT FOR APPROVAL
SUPPORTED ON A SUBSTRUCTURE OF TIMBER CAPS, AND TIMBER POSTS AND SILLS PRIOR TO CONSTRUCTION.
s" "
11111111-
+ o SR \\-51 AND LOCATED UPSTREAM FROM PROPOSED STRUCTURE SHALL BE REMOVED. THE
` � \ 111: i REED R� STRUCTURAL INNTEGRITEXISTING BRIDGE IS YROFENHEYBRIDGED FOR LOAD DETERIORAATEIDURINGOULD THE CONSTRUCTION OF ANDESS FURNISHRALLESTRUDCTURALD9THE ELEMENTSLIER SHALL AND HARDWARESIGN, DETAIL,
PRR THE PROPOSED BRIDGE, A LOAD LIMIT MAY BE POSTED AND MAY BE REDUCED AS
FOUND NECESSARY DURING THE LIFE OF THE PROJECT. ALL MATERIALS SHALL MEET THE REQUIREMENTS OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2018.
\ '' 1' ' ' ' - — BRU THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM
7 THE BEST INFORMATION AVAILABLE. THIS INFORMATION IS SHOWN FOR THE MANUFACTURER OF THE 20'-7" X 5'-3" ALUMINUM BOX CULVERT SHALL
CREEK THE CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL HAVE NO CLAIM
WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR PROVIDE LOAD RESISTANCE FACTOR RATINGS (LRFR) SUMMARY PER NCDOT
EXISTING \ !.:
�� 111 �s �S REQUIREMENTS.
STRUCTURE 4133 ____ - * WING WALL ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING
BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS THE CORRUGATED ALUMINUM BOX CULVERT AT STATION 11+59.95 -L- IS
IS -,7tatf . . .. EXTENSION AT THE PROJECT SITE. DESIGNED FOR A FACTORED RESISTANCE OF 2 TSF. CHECK FIELD
"P PROPOSED FLOODPLAIN CONDITIONS FOR THE REQUIRED RESISTANCE OF 5 TSF JUST BEFORE
\S.:1,...\.. ....._ ----- , BENCH (TYP.) FOR TRAFFIC PHASING, SEE TRAFFIC CONTROL PLANS. PLACING CULVERT.
Ce'Q�sti """ 21'-9" 26'-3" _ CLASS I RIP RAP REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED IN A MANNER EXCAVATE A MINIMUM 1 FOOT BELOW CULVERT BEARING ELEVATION AND
RF4 77/
\ I 48/-•0" \ (TYP.) THAT PREVENTS DEBRIS FROM FALLING INTO THE WATER. THE CONTRACTOR REPLACE WITH FOUNDATION CONDITIONING MATERIAL IN ACCORDANCE
SHALL SUBMIT DEMOLITION PLANS FOR REVIEW AND REMOVE THE BRIDGE WITH SECTION 414 OF THE STANDARD SPECIFICATIONS.
�./ CULVERT LENGT PT STA. 11+57.52 -L- IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS. FOR BLASTING ADJACENT TO HIGHWAY STRUCTURES, SEE ARTICLE 410-9
FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS. OF THE STANDARD SPECIFICATIONS.
-L FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS. GUARDRAIL POST LOCATIONS SHALL BE DETERMINED IN THE FIELD BY
,-' � . (HICKORY COVE RD.) THE ENGINEER.
, (\ \ . iNlirj FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.
AT THE CONTRACTOR'S OPTION HE MAY SUBMIT TO THE ENGINEER FOR
FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS. APPROVAL DESIGN AND DETAIL DRAWINGS FOR PRECAST REINFORCED
,,-' -DR1- CONCRETE HEADWALL IN LIEU OF THE ALUMINUM HEADWALLS SHOWN ON
-Y1- // PAYMENT FOR WING WALL EXTENSION SHALL BE INCLUDED IN THE CONTRACT THE PLANS. THE DESIGN SHALL PROVIDE THE SAME SIZE AND LAYOUT AS
Q LUMP SUM PRICE FOR ALUMINUM BOX CULVERT. USED ON THE ALUMINUM HEADWALL DESIGN. FOR OPTIONAL PRECAST
' � //� REINFORCED CONCRETE HEADWALLS, SEE SPECIAL PROVISIONS.
�, , �.
-' 7a FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION
,, �,�� �`/�, Oac ACTIVITIES, SEE SPECIAL PROVISIONS. OVER EXCAVATE LOOSE/SOFT MATERIALS IF PRESENT TO SUITABLE
BEARING MATERIALS AND REPLACE WITH ADDITIONAL CLASS VI
WOODS `, � ). aao FOUNDATION CONDITIONING MATERIAL.
ql
LOCATION SKETCH
FOR UTILITY INFORMATION, SEE UTILITY PLANS AND SPECIAL PROVISIONS. I HEREBY CERTIFY THESE PLANS
TOTAL STRUCTURE QUANTITIES ARE THE AS-BUILT PLANS
HYDRAULIC DATA HORIZONTAL CURVE DATA REMOVAL OF EXISTING STRUCTURE LUMP SUM
DESIGN DISCHARGE = 300 CFS PI STA. 11+06.10 -L- CULVERT EXCAVATION LUMP SUM
FREQUENCY OF DESIGN FLOOD = 2 YEARS p = 49° -47'-33.8" (RT)
DESIGN HIGH WATER ELEVATION = 2051.3 D= 45 ° -06'-53.2" FOUNDATION COND. MAT'L 70 TONS
DRAINAGE AREA = 3.53 SQ.MI. L= 110.37'
BASE DISCHARGE (Q100) = 1400 CFS T = 58.94' CLASS I RIP RAP 27 TONS
BASE HIGH WATER ELEVATION = 2055.5 R = 127.00' ALUMINUM BOX CULVERT LUMP SUM
OVERTOPPING FLOOD DATA GRADE DATA ASBESTOS ASSESSMENT LUMP SUM
OVERTOPPING DISCHARGE = 550 CFS GRADE POINT ELEV. CO STA. 11+59.95 -L- = 2054.9'
OFREQUENCYVERTOPPINGF FLOODT�LEVAT ION PING FLOOD
= 2052 6 S ROADWAYELEVA SIDETION SLOPES11+ 3g1 MAX.95 PROJECT
= 2045.8' PROJECT NO. 17BP . 14 . R . 164
* EXISTING LEVEL OF SERVICE IS BEING MAINTAINED
SWAIN COUNTY
/ EXISTING STRUCTURE A' - -L11 + 59 . 95 - L -
EXISTING
STATION:
SHEET 1 OF 3 REPLACES BRIDGE NO. 133
//- EL. 2048.E EL. 2048.2
EL. 2047.3 EL. 2047.2 EL. 2046.5 EL. 2046.1STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
EL. 2049.1 EL. 2045.6 RALEIGH
C
CP
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0
paIEL°M°NQHV SINGLE 20 ' - 7 " x 5 / _ 3d
20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" PLANS
ALUMINUM BOX CULVERT
DO NOT USE FOR
Lo
©ONSTRUCTDOINI 90 ° SKEW
WSP USA Inc.
v
434 FAYETTEVILLE STREET
SUITE 1500
RALEIGH,NC 27601
S. NATARAJAN APR 2017 TEL: [phone] REVISIONS SHEET NO.
DESIGNED BY: DATE PROFILE ALONG CULVERT LICENSE NO.F-0165
DRAWN BY: M. HOBBS DATE : APR 2017
NO. BY: DATE: NO. BY: DATE: S-1
0 CHECKED BY: N. PIERCE DATE : APR 2017 1] TOTAL
° o DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL SHEETS
" v OF RECORD: S. NATARAJAN DATE : APR 2017 UNLESS ALL SIGNATURES COMPLETED 2 4 3
STR. 933

BY SUPPLIER
PROPOSED GUARDRAIL ROADWAY WIDTH = 20'-0" C CULVERT
(ROADWAY DETAIL & ,
/ ]
PAY ITEM) (TYP.) -L- FULLY WELDED
ALUMINUM STRUCTURAL
STA. 11+59.95 -L- iV PLATE HEADWALL
ROADWAY FILL EL. = 2054.9 L
SLOPE (TYP.) A
7- FULLY WELDED
o w
ALUMINUM STRUCTURAL
11— w k.,1 NI H PLATE WINGWALLS
w
......---rrt M FULL ALUMINUM
TE - D r' Cr INVERT
A I >-
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2.8% _ OF FLOW 7) v
20'-7" (SPAN) ALUMINUM PLATE
INLET INVERT TOE WALL
EL. 2046.41 \- C CULVERT
EL. 2045.8 OUTLET INVERT
EL. 2045.07 OUTLET END ELEVATION
(SILLS NOT SHOWN FOR CLARITY)
CULVERT SECTION NORMAL TO ROADWAY _ BY SUPPLIER
I CULVERT
�
o I FULLY WELDED
ALUMINUM STRUCTURAL
N , PLATE HEADWALL
r
A FULLY WELDED
cr ALUMINUM STRUCTURAL
W �_ i PLATE WINGWALLS
I--I
W
' FULL ALUMINUM
D 1:/' cc INVERT
vI
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A 20'-7" (SPAN)
ALUMINUM PLATE
* 9,_O„ , - -L- 2'-6" . 33'-0" TOE WALL
INLET END ELEVATION
WING WALL V (SILLS NOT SHOWN FOR CLARITY)
EXTENSION
v o
* 122°00'00" - Q
*7 V* v
A 1
* 100°00'-00"
C CULVERT M
STA. 11+59.95 -L- 90°00'-00"
\ (TYP.) o
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CULVERT DIRECTION
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ti
— — — —
o
CV
PT STA. 11+57.52 -L- M17BP0140R0164
PROJECT NO.I
SWAIN COUNTY
* 130 00 -00
V STATION: 11 + 5995 - L -
0 SHEET 2 OF 3
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
C RALEIGH� `
I * 5'-4" 21'-9" 26'-3"
0
CI
X
X
S
TOTAL LENGTH OF CULVERT = 48'-O" IPaIELUMUNAaY- SINGLE 20 ' - 7 " x 5 ' 3 "
NS
ALUMINUM BOX CULVERT
L. PLAN VIEW °° NOT USE FOR
°R
60NS4 90 ° SKEW
WSP USA Inc. �
* - FIELD VERIFICATION BY SUPPLIER
4UITE YET EVILLE STREET
RALEIGH,NC 27601
CO S. NATARAJAN : APR 2017 TEL: [phone] REVISIONS SHEET NO.
r- DESIGNED BY: DATELICENSE NO.F-016s
o M NO. BY: DATE: NO. BY: DATE: S-2
DRAWN BY: M. HOBBS DATE : APR 2017 TOTAL
o CHECKED BY: N. PIERCE DATE : APR 2017
o DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL SHEETS
c\Jv OF RECORD: S. NATARAJAN DATE : APR 2017 UNLESS ALL SIGNATURES COMPLETED 4 3
STR. 933

NOTES
NATIVE MATERIAL EXCAVATED FROM THE EXISTING STREAM BED
OR FLOOD PLAIN AT THE PROJECT SITE DURING CULVERT
CONSTRUCTION SHALL BE STOCKPILED AND LATER PLACED IN
THE PROPOSED CULVERT BETWEEN SILLS TO PROVIDE A CONTINUOUS
LOW FLOW CHANNEL. NATIVE MATERIAL IS SUBJECT TO APPROVAL
C CULVERT BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
THE STOCKPILED NATIVE MATERIAL SHALL BE PLACED AS SHOWN
TOP OF LOW IN THE "FLOOR SILL LAYOUT" SKETCH TO PROVIDE A 1'-0" DEPTH
FLOW SILL I LOW FLOW CHANNEL BETWEEN LOW FLOW SILLS, AND SHALL BE PLACED
TO THE DEPTH OF 1'-6" BETWEEN HIGH FLOW SILL.
TOP OF HIGH I SUPPLEMENTAL STONE OF SIMILAR CHARACTERISTICS OF THE NATIVE
FLOW SILL FULL ALUMINUM MATERIAL MAY BE USED AS NECESSARY WITH APPROVAL BY ENGINEER.
(TYP.) BOX CULVERT THE ENTIRE COST OF WORK REQUIRED TO PLACE THE EXCAVATED
vAL MATERIAL SHALL BE INCLUDED IN THE CONTRACT LUMP SUM
V I PRICE BID FOR CULVERT EXCAVATION.
A THE SILLS ARE ALUMINUM AND BOLTED INTO THE CULVERT.
Lc) 0 I ALUMINUM SILL THE ENTIRE COST OF THE ALUMINUM SILLS SHALL BE INCLUDED
: . I- (TYP.) IN THE LUMP SUM PRICE BID FOR THE ALUMINUM BOX CULVERT.
VARIES 10'-0" VARIES TOP OF LOW FLOW SILLS SHOULD MATCH STREAM BED ELEVATION
IN LOW FLOW CHANNEL OF STREAM. (THALWEG)
20'-7" (SPAN) DO NOT SET ELEVATION OF HIGH FLOW SILLS ABOVE BANK FILL.
ELEVATION NORMAL TO CULVERT
rri
o (LOOKING DOWNSTREAM)
0
m
N
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m 10"111 ► .
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M PROJECT NO.
SWAIN COUNTY
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°' OQ OQ OQ O NATIVE MATERIAL ) O O O
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(SEE NOTES)
as
00 O O STATE OF NORTH CAROLINA
1 -0 1 -o no DEPARTMENT OF TRANSPORTATION
'C RALEIGH
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16'-0" 21'-9" 26'-3" 14'-0"
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0 TOTAL LENGTH OF CULVERT = 48'-O" XXS IpaIELUMUNAaY- SINGLE 20 ' - 7 " x 5 / - 3 "
ALUMINUM BOX CULVERT
FLOOR SILL LAYOUT Db USE M64�T 00aR
WSP USA Inc.
90 0 SKEW
p 434 FAYETTEVILLE STREET
N (WINGWALL EXTENSION AT DOWNSTREAM SUITE 1500
i RALEIGH,NC 27601
END NOT SHOWN FOR CLARITY) TEL: [phone]
c0 o DESIGNED BY: S. NATARAJAN DATE : APR 2017 LICENSE NO.F-0165 REVISIONS SHEET NO.
0 ° DRAWN BY: M. HOBBS DATE : APR 2017 NO. BY: DATE: NO. BY: DATE: S-3
CHECKED BY: N. PIERCE DATE : APR 2017 {r TOTAL
q) j DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL UU SHEETS
OF RECORD: S. NATARAJAN DATE : APR 2017 UNLESS ALL SIGNATURES COMPLETED 2 4 3
STR. 933

STANDARD NOTES
DESIGN DATA : ALLOWANCE FOR DEAD LOAD DEFLECTION9SETTLEMENT9 HANDRAILS AND POSTS:
SPECIFICATIONS A.A.S.H.T.O. (CURRENT) ETC . IN CASTING SUPERSTRUCTURES: METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL
RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN
LIVE LOAD SEE PLANS BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE. RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.
IMPACT ALLOWANCE SEE A.A.S.H.T.O. ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE
STRESS IN EXTREME FIBER OF DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE.
STRUCTURAL STEEL - AASHTO M270 GRADE 36 - - 20,000 LBS. PER SQ. IN. ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE
GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL
- AASHTO M270 GRADE 50W - - 27,000 LBS. PER SQ. IN. FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL
UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS.
- AASHTO M270 GRADE 50 - - 27,000 LBS. PER SQ. IN. BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE
ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH SPECIAL NOTES :
REINFORCING STEEL IN TENSION - GRADE 60 - - - 24,000 LBS. PER SQ. IN. BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED
TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND CONCRETE IN COMPRESSION 1,200 LBS. PER SQ. IN. ACTUAL BEAM CAMBER. GENERALLY, IN CASE OF DISCREPANCYTHIS STANDARD SHEET OF NOTES SHALL
GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN
CONCRETE IN SHEAR SEE A.A.S.H.T.O. IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK, SPECIFICATIONS ARTICLE 105-4.
STRUCTURAL TIMBER - TREATED OR UNTREATED AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE
EXTREME FIBER STRESS - - - 1,800 LBS. PER SQ. IN. ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
COMPRESSION PERPENDICULAR TO GRAIN CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
OF TIMBER 375 LBS. PER SQ. IN.
DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE
EQUIVALENT FLUID PRESSURE OF EARTH 30 LBS. PER CU. FT. AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL
(MINIMUM) BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE
FALSEWORK OR FORMS IS STARTED.
MATERIAL AND WORKMANSHIP:
REINFORCING STEEL :
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
THE 2018 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
N. C. DEPARTMENT OF TRANSPORTATION. IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
TO OUT AS INDICATED ON PLANS.
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
BE HOT ROLLED. WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS
CONCRETE: LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL
BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.
UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: STRUCTURAL STEEL :
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE 7/8" 0 SHEAR STUDS FOR THE
BE USED FOR SLOPE PROTECTION AND RIP RAP. 3/4" 0 STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT
THE RATE OF 3 - 7/8" 0 STUDS FOR 4 - 3/4" 0 STUDS, AND STUD SPACING CHANGES
CONCRETE CHAMFERS: SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8" Q STUDS
ALONG THE BEAM AS SHOWN FOR /4 0 STUDS BASED ON THE RATIO OF 3 - /8 QS
STUDS FOR 4 - 3/4" 0 STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST
UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0".
STRUCTURES SHALL BE CHAMFERED 3/4" WITH THE FOLLOWING EXCEPTIONS:
TOP CORNERS OF CURBS MAY BE ROUNDED TO 11/2" RADIUS WHICH IS BUILT EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION,
SHALL BE ROUNDED WITH A '/4" FINISHING TOOL UNLESS OTHERWISE REQUIRED SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/6" IN THICKNESS AND
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A V/4" RADIUS DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS
WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS. EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM
TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS " BRIDGE WELDING CODE".
DOWELS: ELECTROSLAG WELDING WILL NOT BE PERMITTED.
WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY %i6INCH OR
PLACE WITH 1:2 CEMENT MORTAR. EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING,
OR METALLIZING.
ENGL ISH
JANUARY, 1990
REV. 6-16-95 EEM (✓) RGW REV. 5-7-03 RWW (✓) JTE REV. 10-1-11 MAA (✓) GM 12/6/2018 STD. N O o S N
REV. 8-16-99 RWW (✓) LES REV. 5-1-06 TLA (✓) GM REV. 12-17 MAA (✓) THC $$$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$
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