20210067 Ver 1_DB00487 PLANS_20210111

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STATE STATE PROJECT REFERENCE NO.p9 �0 I1 /` 1 N r
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TYPE OF WORK: GRADING, PAVING DRAINAGE AND STRUCTURES
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DAMAGE DUE TO EFFECTS OF
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HYDRAULICS ENGINEER ooaaooaonvo
GRAPHIC SCALES PROJECT LENGTH
Prepared in the Office of: 000° °0000
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000 O��H—CARpI/ 000
DIVISION OF HIGHWAYS i OESS%o,4e °°o
N 20 10 0 20 40 1037 W. H. Smith Blvd., Greenville NC, 27858 0 SEAL` o monree034398 a (6-t-
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DocuSigned by: O $ O r 2018 STANDARD SPECIFICATIONS Graff00%�°�,,Fi�GI NE�� `�S`'000 0
PLANSEyekei. D.
P.F0C4F54DD... O°o�FY 0oo� DOOO 0
n- ,, LENGTH PROJECT DF15402.2054808 = 0.038 MILES SIGNATURE: 9,ftp�� m
� 20 10 0 20 40 RIGHT OF WAY DATE: JEFFREY D. CABANISS, P.E. ooaa0000aaoo a
„W () PROJECT ENGINEER ROADWAY DESIGN .0° H CARo vDoo
NOVEMBER 2018 0 ,� °00 °° I
�iz E111GI11tEER o 00 ��°�FESS/p�,� ° o \,,0„ PROFILE (HORIZONTAL) ��sEA �� o o owW 4 2 0 4 8LETTING DATE: LANG JONESp $ 034398 a ��p
OCTO B E R 2020
PROJECT DESIGN ENGINEER DocuSigned by: ioa o000 oF�°�HGINE��P�So 000
F4.7 �ia O ic��'O o000000° p0v� P.E.°o°opoY D CE'�00000
o� `, PROFILE (VERTICAL) SIGNATURES 9�P@�pPR4 J.1

PROJECT REFERENCE NO. SHEET NO.
DF15402.2054808 IA
co
STAT OF NO II'� TH
DIVISION OF HIGHWAYS
INDEX OF SHEETS: GENERAL NOTES: 2018 SPECIFICATIONS EFF. 01 -16-2018
EFFECTIVE: 01 -16-2018 REV.
Q REVISED: 2018 ROADWAY ENGLISH STANDARD DRAWINGS
vi 1 TITLE SHEET
1A INDEX OF SHEETS, GENERAL NOTES & STANDARD DRAWINGS GRADE LINE: The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch -
ce 1B CONVENTIONAL SYMBOLS GRADING AND SURFACING: N. C. Department of Transportation - Raleigh, N. C. , Dated January, 2018 are applicable to this project
2 TYPICAL SECTIONS and by reference hereby are considered a part of these plans:
3 SUMMARY OF QUANTITIES THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
3A SUMMARY OF EARTHWORK,GUARDRAIL & PAVEMENT REMOVAL SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE STD. NO. TITLE
4-5 PLAN SHEET ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE DIVISION 2 - EARTHWORK
TMP1 -TMP2 TRANSPORTATION MANAGEMENT PLANS ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. 200. 02 Method of Clearing - Method II
UC1 -UC4 UTILITY CONSTRUCTION PLANS 225. 02 Guide for Grading Subgrade - Secondary and Local
EC1 -EC3 EROSION CONTROL CLEARING: 225. 04 Method of Obtaining Superelevation - Two Lane Pavement
X1A CROSS SECTION SUMMARY DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
X1 CROSS SECTION SHEET CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY 560. 01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
Cl -C7 STRUCTURE PLANS METHOD II . DIVISION 8 - INCIDENTALS
862. 01 Guardrail Placement
SUPERELEVATION: 862. 02 Guardrail Installation
862. 03 Structure Anchor Units
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH
STD. NO. 225. 04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
SECTIONS.
SHOULDER CONSTRUCTION:
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560. 01
GUARDRAIL:
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
SUBSURFACE PLANS:
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
r ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT
AS SHOWN ON THE PLANS.
10
RIGHT-OF-WAY MARKERS:
Q
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS.
cn UTILITIES:
ALL UTILITIES WILL BE RELOCATED BY OTHERS, EXCEPT AS SHOWN ON PLANS
OWNERS:
CENTURY LINK
DEEP RUN WATER CORPORATION
DUKE POWER
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T i \ HIGHWAYS
PROJECT REFERENCE NO. SHEET NO.
N STATE
OF 11�\ T 1 I C .,� 1\ T�a I I I S Jl I F DF/5402.2054808 /B
N 9
N
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY: Note: Not to Scale *S. U.E. = Subsurface Utility Engineering WATER:
RAILROADS.•
State Line ----- ----- I I HedgeWater Manhole
Standard Gauge
County Line CSX TRANSPORTATIONNS Water Meter
0
RR Signal Milepost MILEPOST 35 Woods Line
Township Line Water Valve
Switch Orchard 0 C3 C3
City Line SWITCH Water Hydrant >
RR Abandoned + { + + Vineyard Vineyard
Reservation Line U/G Water Line LOS B (S.U.E*) - - - -w- - - -
RR Dismantled EXISTING STRUCTURES:
Property Line U/G Water Line LOS C (S.U.E*) - -w- -
Existing Iron Pin 0
EIP MAJOR: U/G Water Line LOS D (S.U.E*) w
Computed Property Corner X RIGHT OF WAY & PROJECT CONTROL: Bridge, Tunnel or Box Culvert CONC Above Ground Water Line A/G Water
Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall - j CONC WW
Property Monument ECM
® Primary Horiz Control Point 0 MINOR: TV:
Parcel/Sequence Number TV Pedestal c
Existing Fence Line
-x x X- Primary Horiz and Vert Control Point , Head and End Wall / CONC HW
Exist Permanent Easment Pin and CapPipe Culvert TV Tower C
Proposed Woven Wire Fence 0 HH
New Permanent Easement Pin and Cap • Footbridge >_ U/G TV Cable Hand Hole
Proposed Chain Link Fence _ _ _ _T�_ _ _
Vertical BenchmarkU/G TV Cable LOS B (S.U.E.*)
Proposed Barbed Wire Fence O I Drainage Box: Catch Basin, DI or JB CB
Right of WayMarkerU/G TV Cable LOS C (S.U.E.*) - —TV— -
Existing g A Paved Ditch Gutter * TV
ExistingRight of WayLine - S U/G TV Cable LOS D (S.U.E.*)
Proposed Wetland Boundary WLe g Storm Sewer Manhole * _ _ - —TV Fo_ —
U/G Fiber Optic Cable LOS B (S.U.E.*)New Right of Way Line 0 Storm Sewer
s
Existing Endangered Animal Boundary EAB U/G Fiber Optic Cable LOS C (S.U.E.*) - —TV Fo—
Existing Endangered Plant Boundary EPB New Right of Way Line with Pin and Cap ® A UTILITIES: *
U/G Fiber Optic Cable LOS D (S.U.E.*) TV Fo
Existing Historic Property Boundary HPB New Right of Way Line with POWER:
ConcreteGranite ® (i)
GAS:
Known Contamination Area: Soil =�: -5 - =®: or ranite R'W Marker
-5 - Existing Power Pole i
New Control of Access Line with Gas Valve 0
Potential Contamination Area: Soil - -5 -m-5 - Concrete C/A Marker 0 Proposed Power Pole b
Known Contamination Area: Water - =®. -w- V.: -w- Gas Meter
Existing Control of Access , A , Existing Joint Use Pole
U/G Gas Line LOS B (S.U.E.* - -) - —
—
Potential Contamination Area: Water w XX W Pro osed Joint Use Pole
New Control of Access @ p U/G Gas Line LOS C (S.U.E.*) - —c— —
Contaminated Site: Known or Potential AIN ��� Power Manhole
Existing Easement Line E U/G Gas Line LOS D (S.U.E.*) G
BUILDINGS AND OTHER CULTURE: New Temporary Construction Easement - E Power Line Tower X A/G Gas
p ry Above Ground Gas Line
Gas Pump Vent or U/G Tank Cap 0New Temporary Drainage Easement TDE Power Transformer r
Sign 0
s New Permanent Drainage Easement PDE U/G Power Cable Hand Hole SANITARY SEWER:
Well ° H-Frame Pole .-• Sanitary Sewer Manhole OO
New Permanent Drainage / Utility Easement DUE Sanitary Sewer Cleanout O
Small Mine New Permanent Utility Easement PUE U/G Power Line LOS B (S.U.E.*) - - - —P— — — —
Foundation U/G Power Line LOS C (S.U.E.*) - —P— - U/G Sanitary Sewer Line SS
New Temporary Utility Easement TUE A/G Sanitary Sewer
Area Outline U/G Power Line LOS D (S.U.E.*) P Above Ground Sanitary Sewer
New Aerial Utility Easement AUE SS Forced Main Line LOS B (S.U.E.*) - -
- —FSS— —
— -
Cemetery t TELEPHONE:
Building ROADS AND RELATED FEATURES:
School � Existing Edge of Pavement SS Forced Main Line LOS C (S.U.E.*) - —FSS— -
Existing Telephone Pole AD- SS Forced Main Line LOS D (S.U.E.*) FSS
Church - Proposed Telephone Pole
Er-1-1 Existing Curb Telephone Manhole MISCELLANEOUS:
Dam Proposed Slope Stakes Cut Utility Pole 0
HYDROLOGY: Proposed
Telephone Pedestal
T
Proposed Slope Stakes Fill Utility Pole with Base
Stream or Body of Water Telephone Cell Tower
Proposed Curb Ramp CcR-) Utility Object ect o
Hydro, Pool or Reservoir T T T U/G Telephone Cable Hand Hole HHObj
Existing Metal Guardrail U/G Telephone Cable LOS B (S.U.E.*) - - - -T— — — — Utility Traffic Signal Box ❑s
Jurisdictional Stream is Proposed Guardrail T T T T
p .U.E.*LOS C CableS TelephoneUtility Unknown U/G Line LOS B (S.U.E.*) ?UTL
Buffer Zone 1 Bz 1 p (S.U.E.*) - -T- -
fl o a U/G
Existing Cable Guiderail U/G Tank; Water, Gas, Oil
Buffer Zone 2 BZ 2 0 U/G Telephone Cable LOS D (S.U.E.*) T
Flow Arrow Proposed Cable Guiderail o Q EU
U/G Telephone Conduit LOS B (S.U.E.*)
_T�_ _ _ _ Underground Storage Tank, Approx. Loc.
n Equality Symbol A/G Tank; Water, Gas, Oil
pp i g Stream U/G Telephone Conduit LOS C (S.U.E.*) - —TC— -
Disappearing
Pavement Removal Geoenvironmental Boring
Spring 0----- ---- U/G Telephone Conduit LOS D (S.U.E.*) TC
VEGETATION: U/G Test Hole LOS A (S.U.E.*)
Wetland * U/G Fiber Optics Cable LOS B (S.U.E.*) - - - —T FU— — -
Single Tree 3 Abandoned According to Utility Records AATUR
Proposed Lateral, Tail, Head Ditch > > > > U/G Fiber Optics Cable LOS C (S.U.E.*) - —T Fa— —
F`CW Single Shrub E.O.I.
9 End of Information
False Sump U/G Fiber Optics Cable LOS D (S.U.E.*) T F°

0- PROJECT REFERENCE NO. SHEET NO.
0-
DF15402.2054808 2
m R'W SHEET NO.
ROADWAY DESIGN DESIGN
ENGINEER ENGINEER
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��.*`o1�k�CARO(�'',, ��•%`o`,1N'CAR01/i''
PROP . APPROX . 1 - 1/2 " ASPHALT CONCRETE SURFACE COURSE , TYPE S9 . 5B , AT ?�...... io/�I'//'''� '- ?.''FEssio''• '
C1 cuSigne"c ;'•••� . Signed‘ ...
AN AVERAGE RATE OF 165 LBS . PER SQ . YD . L!. :: 9 -:. IF...‘ oofff� =
7,.... -�•:r 4DCti.. � F�,�5��4�SrlDD..y �
,, ,'���Di a V,,,,, ,'-,,��� pi u��o���,�
PROP . APPROX . 4 " ASPHALT CONCRETE INTERMEDIATE COURSE , TYPE 9/10/2020 9/10/2020
D 1 11 9 . 0 C , AT AN AVERAGE RATE OF 456 LBS . PER SQ . YD . DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
E1 PROP . APPROX . 4 " ASPHALT CONCRETE BASE COURSE , TYPE 22'
B25 . 00 , AT AN AVERAGE RATE OF 456 LBS . PER SQ . YD .
i.
12 ' 1 10'
6' 8'
T EARTH MATERIAL . ►
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U EXISTING PAVEMENT . — 8/, — I - - — �qR V
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i 0.00% SLOPE ELEV■ = 85.83
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o- PROJECT REFERENCE NO. SHEET NO.
o-
DF15402.2054808
Sr .,k rI I :; I I "I .,k • I I
IIVISI * OF" HD HWALJ (S
UMMAR Y OF QUANTITIES ITEM NUMBER SECT DESCRIPTION CITY UNIT
0000100000-N 800 MOBILIZATION 1 LS
0000400000-N 801 CONSTRUCTION SURVEYING 1 LS
0043000000-N 226 GRADING 1 LS
1330000000-E 607 INCIDENTAL MILLING 250 SY
1491000000-E 610 ASP CO N C BASE CRS B 2 5.00 60 TON
0 1503000000-E 610 ASP CONC INTR CRS I19.00 60 TON
`, 1519000000-E 610 ASP CO N C SURF CRS S9.5 B 50 TON
w
L 1575000000-E 620 ASP FOR PLANT MIX 10 TON
3030000000-E 862 STEEL BEAM GUARDRAIL 175 LF
3180000000-N SP GUARDRAIL ANCHOR UNITS, TYPE 350 4 EA
4810000000-E 1205 PAINT PVMT MARKINGS 4" 600 LF
5912000000-N SP RELOCATE EXISTING WATER LINE 1 LS
6000000000-E 1605 TEMPORARY SILT FENCE 400 LF
6029000000-E SP SAFETY FENCE 200 LF
603 7000000-E SP CO I R FIBER MAT 100 SY
6071012000-E SP COI R FIBER WATTLE 50 LF
6084000000-E 1660 SEEDING AND MULCHING 0.5 ACR
6090000000-E 1661 SEED FOR REPAIR SEEDING 50 LB
6093000000-E 1661 FERTILIZER FOR REPAIR SEEDING 0.2 TON
6096000000-E 1662 SEED FOR SUPPLEMENTAL SEEDING 50 LB
6111000000-E SP IMPERVIOUS DIKE 200 LF
6117000000-N SP RESPONSE FOR EROSION CONTROL 3 EA
6117500000-N SP CONCRETE WASHOUT STRUCTURE 1 EA
8021000000-N 402 REM OF EXIST ST R STA 13+47.5 5 1 LS
8133000000-E 414 FOUNDATION CONDITIONING MATERIAL 110 TON
8196000000-E 420 CLASS A CONCRETE (CULVERT) 191. 1 CY
8245000000-E 425 REINFORCING STEEL (CULVERT) 22920LB
8860000000-N SP D E WAT E R I N G 1 LS
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i. PROJECT REFERENCE NO. SHEET NO.
o-
H. DF15402.2054808 3A
LIST OF PIPES, END WALLS ETC. 1 1 I �� \ Ii . TI-i' CAI' IIJ \� .,
IIIVISI • I I HI ( H \V A SVS
d CLASS III R.C. PIPE
STATION z OR PROPOSED DOUBLE REMARKS PAVEMENT REMOVAL S UMMAR Y
w ALUMINIZED C.S. PIPE, TYPE IR » -4 1V16 REINFORCED
U H OR CONCRETE BOX CULVERT HDPE PIPE, TYPE S OR D IN SQUARE YARDS
D Z Z
ce N Z O O Q
O a Q v LINE STATION — STATION LOCATION REMOVAL (SY)
I > > I-
O > w w v
—L— 12 + 50.00 — 14 + 50.00 CL 500
SIZE V w - 15" 18" 24" 30" 36" 42" 48" 54" 60" 66" 72" 78" 18"
fl
SiO Z z v
THICKNESS
rn
OR GAUGE TOTAL 500
0 O x
rn
ri
O
y SAY 510
r
-L- 13 +47.55 CL 1 85.83 85.83 0.0% 56'
TOTALS 56' NOTE:
NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout. APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION
STRUCTURE EXCAVATION, BORROW EXCAVATION, FINE GRADING,
See "Standard Specifications For Roads and Structures, Section 300-5". CLEARING AND GRUBBING AND REMOVAL OF
z EXISTINGPAVEMENT.WILL BE PAID FOR AT THE CONTRACT LUMP SUM
°
N PRICE FOR GRADING.
E SUMMARY OF EARTHWORK
IN CUBIC YARDS
UNCLASSIFIED STRUCTURE
LOCATION EXCAVATION EXCAVATION UNDERCUT EMBT+% BORROW WASTE
—L— 12 + 50.00 — 14 + 50.00 234 1946 0 51 0 1000
EXIST 2 @ 128" X 83" —535
SUB TOTAL 234 1411 0 0 0 1000
SAY 235 1415 0 55 0 1000
L
7
STATE OF NO III TH CAROLINA
0
J "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. DIVISION OF HIGHWAYS
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 SUMMARY
o G = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
cc
IMPACT
'± LENGTH WARRANT POINT "N" FLARE LENGTH W ANCHORS
ATTENUATOR
SURVEY DIST. TOTAL TYPE 350
0 LINE BEG. STA. END STA. LOCATION FROM SHOULDER REMARKS
> STRAIGHT SHOP DOUBLE APPROACH TRAILING E.O.L. WIDTH APPROACH TRAILING APPROACH TRAILING PERMITTED
o CURVED FACED END END END END END END
NO. G NG
—L— 12 + 64.39 13 + 15.43 LT 13 +15.43 12 + 64.39 3' 6' 0' 1' 1
LE —L— 13 + 15.43 13 + 92.03 LT 75' 3' 6'
—L— 13 +92.03 14 +43.09 LT 14 +43.09 13 +92.03 3' 6' 1' 0' 1
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—L— 12 +37.67 12 + 86.55
Q RT 12 +37.37 12 + 86.58 5' 8' 1' 0' 1
�~ —L— 12 + 86.58 13 + 84.55 RT 100' 5' 8'
o� —L— 13 + 84.58 14 +33.42 RT 13 + 84.58 14+ 33.42 5' 8' 1' 0' 1
wcc
o(3: TOTAL 175'
4

0-
PROJECT REFERENCE NO. SHEET NO.
r ALIGNMENT & CONTROL NOTES DF15402.2054808 4
co CP #1 N 497,808.8920 E 2,391,495.2330 ELEVATION = 96.80 PROP DOUBLE P1 Stu' 19+22.6/ R/W SHEET NO.
CP #2 N 498,238.7060 E 2,391,454.5860 ELEVATION = 98.57 ROADWAY DESIGN HYDRAULICS
ENGINEER
11'-4 11/16" RCBC A = 89° 24' 38.6" (LT) ENGINEER
CP #3 N 498,515.4310 E 2,391,234.9350 ELEVATION = 103.11 -L- STA 1 3 + 47.55 D = 7° 57' 27.9"
POT 10+00.00 N 497,754.2240E 2,391,482.8140 -L-ALIGNMENT i �00,111'1,44 ��‘�,"""'°//A
O c o �— O2 L = 1,123.57 , \\-\ CARot j p`.CAROL
O PC 12+09.98 N 497,964.1576 E 2,391,478.4851 -L-ALIGNMENT T - 7/2.63' �� �� ,. �� �� ,-
HARPER BRIAN WHITAKER �Ess/0 : .szct l
O PT 23+33.55 N 498,669.2757E 2,390,751.1987 L-ALIGNMENT o R = 720.00 •� `••�.' = ► ���,p„,,
DAVIS MILL RD I.�. G'hoy e �` L
'I- POT 25+28.47 N 498,667.2616E 2,390,556.2880 -L-ALIGNMENT 'h H O
O N OWNER ADDRESS 192/LIDDELL RD 30.00 zo.00
$ '1854DD .
O O zo.00 DEEP RUN NC 7°"
*; F ��aDq; .; % �• F x� . �,�.�
- . 30.00• <v •
�,�,c•.,NGINE •\5 . .,F,c••.•NGINE .
v) N I DB 1606 PG 886 5�05 N m .,��,,F .........Pe,,• . •,,FY........Pe,,��.
0 m N F /ACRE m CO 9/lOr� O, 9/10,L020,
O � 00 J
HOWARD JC FARMS LLC 5 E
DOCUMENT NOT CONSIDERED FINAL
5' LT RIGHT OF WAY AREA SUMMARY 1373 DAVIS MILL RD c ��Gt °F w A.
} — UNLESS ALL SIGNATURES COMPLETED
5' LT AUE DEEP RUN.NC 28525 © i
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1 r' I\ 0
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(,.) \,/
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, _,.
,,,,,- .,..„...,,,„:„ ,. .,,:,,,.,„
JJ— Z'_ . /\ /� �/� /. ����� � �,�''�,,�� Qesign depth �� �_� ,
CONC. VALVE O.D. OF • � es 9
.. � � ' Lon itudinal
SUPPORT OR :..-.• -. .. . E h� � �r anchor trench
12' PIPE 12 MAXIMUM SIDE
©vereut channel 2"to allv+iTtg� s �� � +� z ?r• during seedbed preparataarl r
4 x 8 x 16 SOLID .- .- 4 CLEARANCE �- '� ; M
BLOCK • --. A.
GATE VALVE DETAIL WATER PIPE TRENCH DETAIL
Al
� ��_, �
..,..�.,�„ „e. , k
Typical installation
N.T.S.
N.T.S. with erosion control
AV ' I -�
'~ (A# fi r " blankets or turf w
a i, reinforcement mats La '1"5 s ° '`
e
`� Intermittent check slot Longitudinal anchor trench
6" MIN. - \\ \ L
CLASS B p
1/2 L 1/2 L CLASS B
CONCRETE / UNDISTURBED . - - CONCRETE Shingle-lap in lap spliced ends or begin new
EARTH ¢ roll in an intermittent check slot
\ 0 m UNDISTURBED COMPLETE TOP & COVER BOTTOM
NOTE:
:4„k,;4,i::: _,:, ,
/\ \ //< UNDISTURBED EARTH VALVE BOX SHALL BE ,.
SLIP EXTENSION LBS INS. LBS. INS. LBS. � � �
/ r, \ �� i \ EARTH CHARLOTTE UTL-274,
q c„ v \ TYPE INCHES WT. LGTH. WT. LGTH. WT. Prepare soil and apply seed befog
TRENCH WIDTH G A / VALVE BOX EXTENSION installin blankets,mats or otl►t''
v 461-A 18-24 60 10 35 15 25 SHALL BE CHARLOTTE g
-II� a \ /CLASS B A 4 TRENCH WIDTH 562-A 24-36 80 16 45 24 35 UTL-281 SCREW TYPE. Temporary channel liner ss
p gs o CONCRETE \ /" \ CLASS B � � ' ti
n 564-A 36-48 92 16 47 36 45 ors `� : a 5
ONIIIIIIIIIL 3 I- D -I 8 4g CONCRETE 664-A 39-60 106 26 63 36 45
/ �" --) �. 8 3/8''
5 1/2 5 3/8 w • '
di
N d' ;' - " -r-^'.}�'a. +.x a�:-� Via- .s- --�``. ..-' '.,.- �, y.� .z'�n=,5 -r: - ` 'ter.FZ:::tiol:Z:;r:::
•
\� UNDISTURBED � %;ll _ / �� ��/ Nai
� M "' ,, �,� .� �"_ ,, � � ��, �
II
EARTH p //� / U \\�i\\ 6 1 4 N r7 ys r o ' ,,�� ✓i
.,..#.5,7:4::.
m s
N
411117:::::::::: :::::::::::::::::::
PLAN — BENDS SECTION
PLAN — TEE SECTION 15 ® •y,. � . ` � t' �
BUTTRESS DIMENSIONS BUTTRESS DIMENSIONS k 4 7/8"k 36 ® T `� e te `
z
PIPE 22 1/2 BENDS 45 BENDS 90 BENDS B. D. L H C D Ae ..z% �o x r
.,M1� ,,,��> ,.a,,ter �.s` �i "� "saa�§" .�,.,� '"-'�.�. �-^y,- .r'> '�' .^i-» `Y
SIZE L H L H L H ¢ ¢ ,..
� r ti rs
<4" 1'-O" 1'-O" 10
<4" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" w w 16
4" 1'-6" 1'-6" o - o N `" r
4" 1'-0" 1'-0" 1'-0" 1'-O" 1'-6" 1'-6„ z • z - 26 .
6" 2-0 2-0 N Z z GUSSET X 45' NOTES:
6" 1'-6" 1'-6" 1'-6" 1'-6" 2'-0" 2'-0" 1. Design velocities exceeding 2 ft/sec require temporary blankets,mats or similar liners to protect
4 READ. / seed and soil until vegetation becomes established.
8" 3'-O" 2'-0" \
�; 2.Grass lined channels with design velocities exceeding 6 ft/sec should include turf reinforcement
8" 2'-0" 2'-0" 2'-0" 2'-0" 3'-O" 2'-0" 90' APART '
12" 4'-6" 3'-0
12" 2'-0" 2'-0" 3'-O" 2'-6" 4'-6" 3'-0" B. D. = BRANCH DIAMETER 8 1mats
41
NOTES: NOTES: 6 1 4° 8 1 2" ,i M/ /
"
1. DIMENSION "A" SHOULD BE AS LARGE AS POSSIBLE WITHOUT 1. DIMENSION "C" SHOULD BE LARGE ENOUGH TO MAKE ANGLE "A" / 10 1/4" / z
INTERFERRING WITH THE MECH. JOINT BOLTS. EQUAL TO OR GREATER THAN 45 . / 10' / Lo
/ 5 �/4' /
2.THE SHAPE OF THE BACK OF THE BUTTRESS MAY VARY AS LONG 2. DIMENSION "D" SHOULD BE AS LARGE AS POSSIBLE WITHOUT
AS THE CONCRETE IS AGAINST FIRM, UNDISTURBED EARTH. INTERFERRING WITH THE MECHANICAL JOINTS.
3.BUTTRESS DIMENSIONS ARE BASED UPON A SOIL RESISTANCE
OF 2000 LBS. PER SQ. FT. AND A WATER PRESSURE OF 150 P.S.I. 3. BUTTRESS DIMENSIONS ARE BASED UPON A SOIL RESISTANCE
OF 2000 LBS. PER SQ. FT. AND A WATER PRESSURE OF 150 P.S.I.
VALVE BOX DETAIL EROSION CONTROL BLANKET DETAIL
THRUST BLOCKING N.T.S. N.T.S.
N.T.S.
J

SHEET TOTAL
v' � ►� v4, ,il �q ��, �0 �I) �' STATE STATE PROJECT REFERENCE NO. NO SHEETS
-�- I \ I I � � INikI I-I .,'� �� ��� I .,'
0-,
, ,
I•� l s.�mr N.C. DF15402 .2054808
® ',
� ItIVISION .,
OI .il �� j�� \V A � S STATE PROD.NO. F.A.PROJ.NO. DESCRIPTION
IP
--\
b
1111
a 441/41k , ---•-4r,
i 00
litt 141116Pf ,,,,,aiu „,, . , ,; , .-/--N a
a N 117,11. iti =_• - I ' I t N I " is I I ' �� I 4S I _) ..-----------Z-----A.---
0
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��,711111% 1 � �� h \00 ii,:" .
', I,� II �1 I i (OSI (SN � '•' N i' 4' I
.,
o
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gtr) 7 „ lir
�i EROSION AND SEDIMENT CONTROL MEASURES
, ,, p v,a.- Ws,w ll 4 o Std. Description Symbol
1630.03 Temporary Ill¢ Ditch �D
N ,,, l j lu
LENOIR COUNTY 1630.05 Temporary Diversi®n TD
• l4 _ 1605.01 Temporary Silt Fence III III III
N , •' •
1606.01 Special Sediment Control Fence
to ,,,
. „
��. likTO1622.01 Temporary terms and Slope Drains ®.- ~
Mft
PROJECT 1630.02 Silt toasinn Type h %///,
I� L1633.01 Temporary Rock Silt Check TypeA .lin .
.;.;.;.
DF15402 . 2054808 '. =m LOCATION: SR 1121 (DAVIS MILL RD) 200' SOUTH OF
#''. Temporary Rock Silt Check Type-A� with
il\Ir -� r,m JUNCTION WITH SR 1129 (NA THAN HILL RD) Matting ��� ®lyaerylannni�e (PAM) (..---;;)
�'illirillil
I h ,IP � I 1633.02 Temporary Rock Silt Check Type It
Wattle 0 Coir Fiber 1V attle
)
IIIIIIIIIIII V IC IN I T Y MAP (NOT TO SCAL± ) TYPE OF WORK: GRADING PAVING DRAINAGE AND STRUCTURES Wattle oir Fiber Wattle
with Polyacrylamide (PAM)
DAMAGE DUE TO EFFECTS OF HUURICANE FLORENCE 1634.01 Temporary Rock Sediment Darn Type-A
..„t,e,
1634.02 Temporary Rock Sediment Darn Typed.,---. :D,
1635.01 Rock Pipe Inlet Sediment Trap Type-AA
1635.02 Rock Pipe Inlet Sediment Trap Type-1 0, U
1630.04 Stilling II asinn 1
Q .3 1630.06 Special Stillingliasin / \
e
Oi \
0O Rock Inlet Sediment Trap:
E• • o nl 1632.01 Type A A -1-
llillifti 0 0
Co) (/)
1632.02 Type I., B '�
0._ \
1632.03 Type C '�
hii,...i.,...._44 Q__
4
/ SkimmerI'�asIlmt
e,„„,,- --, \ ‘, ` .
END PROJECT
-L- STA 14+50
/ Tiered Skimmer Itasinn ==
es1::::14 ________- Infiltration 1asin ) )
I I I
-�� 1 1
fi
i
SR 1121
1_____---
__---
1
1
1
BEGIN PROJECT
-L- STA 12+50
c
0)
u
0/ - SOW-R •
a) THIS PROJECT HAS THIS PROJECT CONTAINS
J SEEN DESIGNED TO EROSION CONTROL PLANS
� SENSITIVE WATERSHED FOR CLEARING AND
GR
Q STANDARDS. CONSTRUCTION.
OF
ON.
0
u
nr-
._ GRAPHIC SCALES 2018 STANDARD SPECIFICATIONS Roadway Standard Drawings
The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
n Unit- N. C. Department of Transportation - Raleigh,N. C., dated January 2018 and the latest
N 20 10 0 20 40 revison thereto are applicable to this project and by reference hereby are considered a part of
j •
i " THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY these plans.
Prepared in the Office of:
PLANS WITH THE REGULATIONS SET FORTH BY THE 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1, 2019 DIVISION OF HIGHWAYS 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type3
(n 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C
O w �c N°ap�y ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND 1037 WH SMITH BL VD 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A
..w ��� ���'o NATURAL RESOURCES DIVISION OF WATER QUALITY. GREEN V I L L E, NC 27834 1622.01 Temporary Terms and Slope Drains 1633.02 Temporary Rock Silt Check Type 3
O_ILL] ct Qo 1630.01 Riser Basin
1634.01 Temporary Rock Sediment Dam Type A
o e 1630.02 Silt 3asin Type 3 1634.02 Temporary Rock Sediment Dam Type 3
ON I-z v 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A
0 w H o Timothy P i n k h a m 1630.04 stilling3asin PipeTrap Type
N w �' 1630.05 Temporary Diversion 1635.02 Rock Inlet Sediment T e
1640.01 Coir Fiber 3affle
O Level III 1630.06 Special StillingBasin
Q p 1645.01 Temporary Stream Crossing
Op T p��Qo Certification #3 5 10 1631.01 Matting Installation

Sr
I PROJECT REFERENCE NO. SHEET NO.
DF15402.2054808 EC2
c' SOIL STABILIZATION TIMEFRAMES Pipe Installation Schedule
1. Install erosion control devices per plans, including impervious dikes, silt bag and turbidity curtain (if needed).
2. Remove material (asphalt, debris, and waste) and existing pipe while limiting, as much as possible, material
SITE DESCRIPTION STABILIZATION TIME T I MEFRAME EXCEPTIONS and sediment from entering the stream and/or escaping from the project.
Stockpile any material that can be reused (contained within silt fence).
3. Prepare pipe foundation. The new grade should be one foot below the existing streambed. Bedding material
PERIMETER DIKES. SWALES. DITCHES AND SLOPES 7 DAYS NONE will be cleaned/washed stone.
4. Place new pipe and compact fill. Install slope protection on inlet and outlet as permit allows.
HIGH OUALITY WATER (HOW) ZONES 7 DAYS NONE 5. Complete installation of erosion control measures (wattles, silt fences, etc.) and perform maintenance as needed
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE on existing measures.
SLOPES STEEPER THAN 3:1 7 DAYS NOT STEEPER THAN 2:1. 14 DAYS ARE ALLOWED. 6. Matting with nylon mesh cannot be used within 25* of the top of the stream bank.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN 7. Establishment permanent vegetation as soon as possible. The disturbed areas will be seeded, mulched, crimped,
LENGTH. and tacked. Once vegetation has been established and approval given, EC devices will be removed.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES. ***Perform weekly NPDES inspections and document using the most recent NPDES inspection form. Inspections
are also required within 24 hours of a 1 inch rainfall event that occurs within 24 hours.
\ \
\ \
CD \ PI Sta 19+22.6/ /
A = 89° 24' 38.6" (LT)
CDL = 1,123.57' / /
03
CI? CY) \
z o o R = 720.00' /
��% % ' • /
I
W O O 20.00' 30.00' / N i ' /
ce
�, N I 5 N m
N m m i
0-. \ .8 e
L) °° . \ /
5' LT 5 LT m DIFFUSER 3 vs1`N� R�G\� �, ?�% ///
AUE . .
BARR © m /'
END _P-RECT
5 L
C m m IMPERVIOUS BIKE ` r, ��� „� F�\\\ % - STA 14+50
w �'
: —
I I -,...0/iAri . J
III 0 S�
30' LT 30' LT o
EXISTING OF WAY /
F — —_
) F .i' —— _ STREAM IMPACTS
I ;_�"� LOCATION DESCRIPTION SQUARE FEET N\
UI I�
powilt_78 '______L''''
n
-u I I O I ° ;i SW QUADRANT AREA :AB: 57.60
s 2 zl FNWQUADRANTAREA 288.00
N I' /0' 52.6" W - ,
I
SE QUADRANT AREA "C" 23.50
PUMPS
I
BEGIN PROJECT '_ �" I
"� `' ��� I I TOTAL 369.10
-L- STA 12+50 SILT BAG FF
(Std.Dwg. 1630.06) o.4 „O„
.____
EXISTING RIGHT OF WAY 0/ . o O W=R `(\�/ L EXISTING RIGHT OF WAY
+ 35.00/ +26.15 , VV +0863 0/- 'OWER
30' RT 30' RT + 54.5 y 37' RT IMPERVIOUS DIKE + �,
L m 31 RT
7 40
DIFFUSERIV
(N 45 RT AUE AUE +5 6.2 RT ~I BARREL \+ 4
0 AUE N 6 R
J AUE AUE 8' RT N + 81.00 r 3000 ,� AlE AUE AUE AUE
AUE 70 RT AUEAUE AUE
AUE /--53.3' RT AUE c ., AUE AUE � 123 RT
ti ,
om 20.00'w m 0
D 30.00' ��o'
. ' RTEL
84' RT AUE
+ $1.00
AUE �/86 RT
0
In
NOTE: THE CONTRACTOR SHALL INSTALL WATTLES IN LOW AREAS
c OF SILT FENCE AS NEEDED OR AS DIRECTED BY THE ENGINEER.
0
(V
cc NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL
cri BY ENGINEER.
o: ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO BE INSTALLED
r7rwee- NOTE: COIR FIBER MATTING, AS DIRECTED BY THE ENGINEER.
00
o'er PLACED AS DIRECTED BY ENGINEER CONTRACTOR SHALL INSTALL SPECIAL SEDIMENT CONTROL FENCE OR
ol_Q WATTLES IN LOW AREAS OF SILT FENCE AS NEEDED OR DIRECTED BY
w oe THE ENGINEER.
(vim W
1 O(n
C�= PERMIT: NWP3

PROJECT REFERENCE NO. SHEET NO.
DF/5402.2054808 EC3
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NORTH CAROLINA TEMPORARY SILT FENCE o 0
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DV'ISONOFOF NHIGWAY�N HO
RALEIGH , N . C .
w (.0
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PR
JECT
ST:\ 'Q' ? OF N01PII �.��<o FFEp^,-ice sHi,.O.
DIVISION OF HIGHWAYS
CROSS-SECTION SUMMARY
IN CUBIC YARDS
LOCATION UNCLASSIFIED STRUCTURE
(- L-) EXCAVATION UNDERCUT EMBANKMENT EXCAVATION
12 + 50. 00
0 0 0 0
13 + 01. 88 52u,
0 0 0
13 + 33. 55
35 0 9 524
13 + 47. 55 19 0 12 450
13 + 61. 55
24 0 15 449
13 + 93.36 46 0 15 523
14 + 50. 00 58 0 0 0
ro
_cx
0_(,)
NOTE : EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT.
NOTE :
APPROXIMATE QUANTITIES ONLY . UNCLASSIFIED EXCAVATION
.7
EnEL STRUCTURE EXCAVATION , BORROW EXCAVATION FINE GRADING
„,4
CLEARING AND GRUBBING AND REMOVAL OF EXIStING PAVEMENt.
_7,
WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR
En
GRADING

_ PROJ. REFERENCE NO. SHEET NO. I
N
DF15402 . 2054808 X -1
LC, / I .9
1
1 I N
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DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48
N NOTES
ASSUMED LIVE LOAD HL-93 OR ALTERNATE LOADING.
0
, DESIGN FILL TO BOTTOM OF TOP SLAB = 5.0' MAX., 3.7' MIN.
FOR OTHER DESIGN DATA AND NOTES SEE STANDARD NOTE SHEET.
ASSUMED
3" 0 WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE SPECIFICATIONS.
PROPOSED DOUBLE CONCRETE IN CULVERTS TO BE POURED IN THE FOLLOWING ORDER:
11' X 8' REINFORCED
CONCRETE BOX CULVERT 1. WING FOOTINGS AND FLOOR SLAB INCLUDING 4"
OF ALL VERTICAL WALLS.
56'-0" ///-- 2. THE REMAINING PORTIONS OF THE WALLS AND WINGS FULL
HEIGHT FOLLOWED BY ROOF SLAB AND HEADWALLS.
29'-6" THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT BEFORE
26'-6" STAKING IT OUT TO MAKE CERTAIN THAT IT WILL PROPERLY TAKE CARE
OF THE FILL.
THIS BARREL STANDARD TO BE USED ONLY ON CULVERTS ON 105 ° SKEW AND TO
BE USED WITH STANDARD WING SHEET WITH THE SAME SKEW AND VERTICAL
CLEARANCE.
1 '-00" DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL
TANN.. TO TO CURVE EMBEDDED IN BARREL ARE SHOWN ON WING SHEET.
STEEL IN THE BOTTOM SLAB MAY BE SPLICED AT THE PERMITTED CONSTRUCTION
- - --I----- ---------- JOINT AT THE CONTRACTOR 'S OPTION. EXTRA WEIGHT OF STEEL DUE TO THE SPLICES
- __-_"1---_--"-_--- - - - - - - - - - Q� - - - - - - - - - - - - - - - SHALL BE PAID FOR BY THE CONTRACTOR.- _ _ _ _
T RIVER AT THE CONTRACTOR 'S OPTION, HE MAY SPLICE THE VERTICAL REINFORCING STEEL
TROVERF�°W I STA. 13+47.55 -L- CULVERT IN THE INTERIOR FACE OF EXTERIOR WALL AND BOTH FACES OF INTERIOR WALLS
ABOVE LOWER WALL CONSTRUCTION JOINT. THE SPLICE LENGTH SHALL BE AS PROVIDED
IN THE SPLICE LENGTH CHART SHOWN ON THE PLANS. EXTRA WEIGHT OF STEEL DUE
1 TO THE SPLICES SHALL BE PAID FOR BY THE CONTRACTOR.
L
THE EXISTING STRUCTURE CONSISTS OF 2 128" X 83"
CORRUGATED METAL ARCHED PIPES. THE EXISTING STRUCTURE
o EXIST. 2 2 128" X 83" SHALL BE REMOVED.
CORRUGATED ARCHED
= o PIPE NO HYDRAULIC ANALYSIS WAS PROVIDED IN THE DESIGN OF THIS
o REINFORCED CONCRETE BOX CULVERT. SIZE OF CULVERT WAS
-8 5+� SPECIFIED BY NCDOT DIVISION 2. WETHERILL ENGINEERING ASSUMES
�' NO RESPONSIBLILITY FOR THE HYDRAULIC AFFECTS OF THIS CULVERT.
0: r '---
rn o FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
-`c FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.
FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.
LOCATION SKETCH
TOTAL STRUCTURE QUANTITIES
CLASS A CONCRETE
BARREL CO 2.67 CY/FT 149.5 C.Y.
v
WINGS 36.6 C.Y.
HEADWALLS 2.3 C.Y.
o END CURTAIN WALLS 2.7 C.Y. PROJECT NO. DF15402a2054808
TOTAL 191.1 C.Y.
cp
LENOIR COUNTY
a REINFORCING STEEL
+ j BARREL 20,284 LBS. STATION 13 + 47055 — L —
WINGS 2.636 LBS.
V)
L
TOTAL 22.920 LBS. SHEET 1 OF 7
ENGINEER OF RECORD:
�, REMOVAL OF EXISTING STRUCTURE LUMP SUM
�v CULVERT EXCAVATION LUMP SUM S9 dam. STATE OF NORTH CAROLINA
it5t,
;o DEPARTMENT OF TRANSPORTATION
o FOUNDATION CONDITIONING 110 TONS 2F15C83�;,;;EOC�` "......pi,
/�,,,' RALEIGH
MATERIAL `' . c_SS%�• 9
o `
SEAL DOUBLE
' SEAL -
G
F14091 . ��� 11 F T o X 8 F T o
� '" s CONCRETE BOX CULVERT
O .,,i NA RL ���.�
In iiIm n ua
o6
10/25/2018
N XPLIP.
i ETHERILL
0> ' ENGINEERING
N REVISIONS SHEET NO.
rn
1223 Jones Franklin Rd. NO. BY: DATE: NO. BY: DATE: C 1-1
N N DRAWN BY : B.C. HUNT DATE : 10-2018 BusQ1g9 9 851 8077
DOCUMENT NOT CONSIDERED FINAL SHOEETS
a- 0 CHECKED BY : J.A. DILWORTH DATE : 10-2018 UNLESS ALL SIGNATURES COMPLETED LICENSE NO.F-0377 2 k 7

DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48
LOAD FACTORS:
LOAD AND RESISTANCE FACTOR RATING ( LRFR ) DESIGN LOAD RATING FACTORS
SUMMARY FOR REINFORCED CONCRETE BOX CULVERTS MAX MIN
LOAD TYPE FACTOR FACTOR
STRENGTH I LIMIT STATE DC 1.25 0.90
MOMENT SHEAR DW 1.50 0.65
# EV 1.30 0.90
EL a
w EL `L' EH 1.35 0.90
o a 0 0 0 o m
CD (3 1- 1- EL w + 1- EL w + >
zz U x U wow U wow z ES 1.35 0.90
--111 -1 Q o - Q Q
_1 1- W Q W Wo W Wo
WI JQ 0V) I- UZI- I- UZI-- --
J I- 0C ZU II JCIL CD o z zwz cD o z = Wz z LS 1.75
J U _ � CC Z 1 0 Z Z W Q W z z W Q W W
W " C D Z I- CII-1 I-1 V) W I- I-1 W I- I- g FI W I- I W A 1.00 --
> = F-I Z Q Z F ^ Z > U I- X W w V) w WI- X W w V) w W
W W W � 00 HQ � O I-IQ Q O J >- HWJ Q O J >- HwJ O
_1 > � .� UJ tea: 1 Jw a m W1 0JW a m WI1 0JW U
HL-93 (INVENTORY) N/A 01 1.32 -- 1.75 1.34 1 TOP SLAB 5.00 1.32 1 TOP SLAB 10.65
DESIGN HL-93 (OPERATING) N/A 1.71 -- 1.35 1.74 1 TOP SLAB 5.00 1.71 1 TOP SLAB 10.65 NOTE:
LOAD RATING FACTORS ARE BASED ON THE STRENGTH I LIMIT STATE.
RATING HS-20 (INVENTORY) 36.000 02 1.49 53.64 1.75 1.49 1 TOP SLAB 5.00 1.73 1 BOTTOM SLAB 10.95
HS-20 (OPERATING) 36.000 1.93 69.48 1.35 1.93 1 TOP SLAB 5.00 2.24 1 BOTTOM SLAB 10.95
SNSH 13.500 2.70 36.45 1.40 2.70 1 TOP SLAB 5.00 3.27 1 TOP SLAB 10.65
SNGARBS2 20.000 2.53 50.60 1.40 2.53 1 TOP SLAB 5.00 3.03 1 TOP SLAB 10.65 COMMENTS
W - - - - - - 1.
u SNAGRIS2 22.000 2.70 59.40 1.40 2.70 1 TOP SLAB 5.00 2.89 1 BOTTOM SLAB 10.95
H 2.
w -, SNCOTTS3 27.250 1.74 47.42 1.40 1.76 1 TOP SLAB 5.00 1.74 1 TOP SLAB 10.65
>> - 3.
U
1-'1J " SNAGGRS4 34.925 1.94 67.75 1.40 2.12 1 TOP SLAB 5.00 1.94 1 BOTTOM SLAB 10.95
C_D 4.
Z SNSSA 35.550 1.80 63.99 1.40 2.07 1 TOP SLAB 5.00 1.80 1 BOTTOM SLAB 10.95
SNS6A 39.950 1.79 71.51 1.40 2.04 1 TOP SLAB 5.00 1.79 1 BOTTOM SLAB 10.95
LEGAL SNS7B 42.000 1.68 70.56 1.40 1.99 1 BOTTOM SLAB 11.67 1.68 1 BOTTOM SLAB 10.95
LOAD - -
RATING E TNAGRIT3 33.000 1.94 64.02 1.40 2.30 1 BOTTOM SLAB 11.67 1.94 1 BOTTOM SLAB 10.95
J
TNT4A 33.075 1.97 65.16 1.40 2.09 1 TOP SLAB 5.00 1.97 1 BOTTOM SLAB 10.95 # CONTROLLING LOAD RATING
1-
1� TNT6A 41.600 1.79 74.46 1.40 2.09 1 BOTTOM SLAB 11.67 1.79 1 BOTTOM SLAB 10.95
w -- 411 DESIGN LOAD RATING (HL-93)
v) 1- TNT7A 42.000 1.68 70.56 1.40 1.97 1 BOTTOM SLAB 11.67 1.68 1 BOTTOM SLAB 10.95
U)
� 1
O1- TNT7B 42.000 1.84 77.28 1.40 2.01 1 TOP SLAB 5.00 1.84 1 BOTTOM SLAB 10.95 © DESIGN LOAD RATING (HS-20)
F- -
U
TNAGRIT4 43.000 1.61 69.23 1.40 1.90 1 BOTTOM SLAB 11.67 1.61 1 BOTTOM SLAB 10.95
F © LEGAL LOAD RATING
t TNAGTSA 45.000 1.71 76.95 1.40 1.97 1 TOP SLAB 11.67 1.71 1 BOTTOM SLAB 10.95
* * SEE CHART FOR VEHICLE TYPE
1- TNAGT5B 45.000 0 1.52 68.40 1.40 1.71 1 TOP SLAB 11.67 1.52 1 BOTTOM SLAB 10.95
11'-0" (TYP.)
C
L
Q)
v
© O
z
PROJECT NO. DF1540202054808
QD
a COUNTY
TY
+ L) STATION: 13 + 47055 - L -
0
Oa
SHEET 2 OF 7
(12
ENGINEER OF RECORD:
v
B s�9 any: STATE OF NORTH CAROLINA
N [' .0" DEPARTMENT OF TRANSPORTATION
2F15C839]3BA4EC.. �����������
C ��O '(N con s RALEIGH
0(,) © ,.,,! . ssio�•:.q STANDARD
o _
SEAL -
BOX 1 BOX 2 =�� 14091 �z LRFR SUMMARY FOR
co %•� �i•J ' REINFORCED CONCRETE
Nfr)N LRFR SUMMARY 1o,25,Zo1$ BOX CULVERTS
q In ( NON - INTERSTATE TRAFFIC )
N r:1:
- co (LOOKING DOWNSTREAM) ' ,- ETHERILL
0> ' ENGINEERING
- O REVISIONS SHEET NO.
- N ASSEMBLED BY : B.C. HUNT DATE : 10-2018
rn CHECKED BY : J.A. DILWORTH DATE : 10-2018 1223 Jones Franklin Rd. NO. BY: DATE: NO. BY: DATE: C1-2
Raleigh,N.C.27606
DOCUMENT NOT CONSIDERED FINAL
Bus: 919 851 8077 SHEETS
Fax: [phone]
N N DRAWN BY : WMC 7/II REV. 10/I/II MAA/GM TOTAL
CHECKED BY : GM 7/II REV. 12/17 MAA/THC UNLESS ALL SIGNATURES COMPLETED LICENSE NO.F-0377 2 k 7
STD . NOD LRFR5

DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48
FOR ROADWAY WIDTH, SEE ROADWAY PLANS
I.
ROADWAY FILL SLOPE 3:1
3" /- C 24'-103/6"
3" l�-3�� 4-#5 G1 BARS C� 3" CTS.
r-)L7 T '4 r1
. . . . �. . 1 6 BEVEL
ROADWAY FILL SLOPE 3a1 �_ � UPSTREAM END 4A
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WING SLOPEy A
FOR 3:1 FILL �,-3-#6 S2 BARS
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o >- z GRADE 0.00 % o`lcp 3-#6 S2 BAR4444444444444hL z
@ H U � Q� i i 1 c9
# @ Qv #4 B3 BARS 0o W2
#4 B1 BARS- STREAM FACE w , 11 -4ii�i6„ 11'-4ii/i6„ .
Q O WICO EACH FACE STAGGERED
_ EL. 85.83 23'-5%" 0
3 - #6
3-46 S2 BARS o a Z
S2 BARS g5�8�� 21'-1013/6" 93/6"
O O �'i — # — . CONST. JT. \_
0 - 0 O 0
T
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am I �� �t I L"> I A oA of A
L 1 _o„ I J
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1 3" 0 WEEP HOLES 210'-0"± CTS. I N N
I EXTERIOR WALL INTERIOR WALL - '
CULVERT SECTION NORMAL TO ROADWAY
END ELEVATION NORMAL TO SKEW
LENGTH OF CULVERT = 56'-0" J
26'-6" 29'-6"
.. 45 A101 BARS ETC. 26" CTS. 1... 6" #5 A100 BARS ETC. 2 6" CTS. ...
BOTTOM OF ROOF SLAB BOTTOM OF ROOF SLAB #4 A2 BARS 2 6" CTS. CORNER BARS
~EACH EXTERIOR WALL ( SEE BARREL SECTION ) 9 7 /5
�� #5 A301 BARS ETC. ( 6" CTS. �� 6".�45 A300 BARS ETC. Cad 6" CTS. N..-
TOP OF ROOF SLAB TOP OF ROOF SLAB -L-
IT ,
Lt 1 : BP' 90 °
('\,N � g
. - . 75 ° 15 °
_ _ _ :-
(_)-1 A- i
o illiimm..-
/ 44 B2 BARS ( 6" CTS. \
r\--\ a o / ~ FILL FACE N. \ `o_
o 10 0
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m #4 B1 BARS o \ Z
3 #6 S2 BARS @ � aJ71-
v' ~o n .. C� 1 0 CTS. a
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BOTTOM OF ROOF SLAB a o CO m v� o m o \ rn
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w w �� O \ r
m N - �� #4 B3 BARS ( 1'-0" CTS. a \ tr
_ N EACH FACE STAGGERED o' \ 8"
� 4-#5 G1 BARS �' Q IN INTERIOR WALL \ �\ PROJECT NO. DF15402a2054808
0 3" CTS. IN HEADWALL • °° o \
# Z" cx-„ LENOIR COUNTY
\
# a 3-#6 S2 BARS () 5" CTS.
+ - - TOP OF FLOOR SLAB — STATION: 13 + 47055 - L -
SHEET 3 OF 7
(1-)--L- AA
� Y ENGINEER OF RECORD:v W2o S9 d�YSTATE OF NORTH CAROLINA
N \,_$)
C_ u3.A.o' DEPARTMENT OF TRANSPORTATION
2F,5C33913BA4EC �����������
�� �'�N CARQ;i • RALEIGH
0 #5 A200 BARS C� 6" CTS. 6" #5 A201 BARS ETC. Cad 6" CTS. �° •'
_co #4 Al BARS ( 6" CTS.- CORNER BARS y TOP OF FLOOR SLAB TOP OF FLOOR SLAB y ;'���•pF S/0•::yq "''• ;
BEACH EXTERIOR WALL ( SEE BARREL SECTION ) 46 A400 BARS C� 6" CTS. 6" #6 A401 BARS ETC. C� 6" CTS. DOUBLE
A� BOTTOM OF FLOOR SLABliw �� BOTTOM OF FLOOR SLAB �� �.: 14091 r�zc
~� 11 FT X 8 FT
• Q �,�.ENGINE-�'-cs o 0
a � �" ; Q;R :` CONCRETE BOX CULVERT
N PART PLAN - ROOF SLAB PART PLAN - FLOOR SLAB 10/25/2018
N N e '
/ ETHERILL
B.C. HUNT 10-2018 ENGINEERING REVISIONS SHEET NO.
rn N ASSEMBLED BY DATE : -
CHECKED BY : J.A. DILWORTH DATE : 10 2018 SPECIAL 1223 Jones Franklin Rd. NO. BY: DATE: NO. BY: DATE: C1-3
Raleigh,N.C.27606 TOTAL
5 oN DRAWN BY : W. BRYAN STANLEY II DATE : NOV.1971 DOCUMENT NOT CONSIDERED FINAL Bus: 919 851 8077 SHEETS
CHECKED BY : JOEL A. JOHNSON DATE : DEC.1971 STANDARD UNLESS ALL SIGNATURES COMPLETED LICENSE NO.F-0377 2 k 7
STD. NO. CB222

DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48
24'-0"
8" 11'-0" 8" 11'-0" 8"
00111 ►. ►. ►
6" Cl BARS Cagy 12" CTS. m. 6" 2" HIGH BEAM BOLSTERS
..
101/2" HIGH C•H•C•U• (B.B.) Cad 4'-0" CTS. PERMITTED
ICONST. JT.
:, A300 BARS Nlj (TYP.)
n Al BARS /Ar/ �.
I
t
_! 4" TYP. LA100 BARS �.--� cv
„ A A
2" CL. 2 CL.► " . 2" CL. f--
B1 BARS o
�„ * ALL CONTINUOUS 2" CL. v) w
B2 BARS— ' HIGH CHAIR UPPER c i
( C.H.C.U. ) 2 3'-0" B3 BARS o
CTS. a o
Q . 1
O i W
u) Q
Q
m = a
. u m
~ u w
U
i * 51/4" HIGH C.H.C.U. 11_0„ 3" 0 WEEP HOLES
z ...--1... �,-
�'V _'__ N 1A200 BARS
A - - - - -
Q - -\ I
V - , - -
LJ L I .� Loo A400 BARS
JA PERMITTED
BARREL REINFORCING STEEL A2 BARS
u CONST. JT.
6" Cl BARS 2 1'-0" CTS. 6"
BAR NO SIZE TYPE LENGTH WEIGHT BAR NO SIZE TYPE LENGTH WEIGHT ► co—
Al 220 4 1 5'-4" 784 A300 99 5 STR 23'-8" 2444
A2 220 4 1 4'-ll„ 723 A301 2 5 STR 22'-4" 47 RIGHT ANGLE SECTION OF BARREL
A302 2 5 STR 20'-6" 43
A100 99 5 STR 23'-8" 2444 A303 2 5 STR 18'-7" 39 THERE ARE 88 "C" BARS IN SECTION OF BARREL.
A101 2 5 STR 22'-4" 47 A304 2 5 STR 16'-9" 35
A102 2 5 STR 20'-6" 43 A305 2 5 STR 14'-11" 31
A103 2 5 STR 18'-7" 39 A306 2 5 STR 13'-0" 27
1
A104 2 5 STR 16'-9" 35 A307 2 5 STR 11'-2" 23
A105 2 5 STR 14'-11" 31 A308 2 5 STR 9'-3" 19 VERTICAL LEG A A SPLICE LENGTHS CHART
A106 2 5 STR 13'-0" 27 A309 2 5 STR 7'-5" 15
N N BAR SIZE SPLICE LENGTH
A107 2 5 STR 11'-2" 23 A310 2 5 STR 5'-7" 12 (I) A200 #5 2'-2"
I I
„ C\IN A400 #6 2'-9"
A108 2 5 STR 9 -3 19 A311 2 5 STR 3 -8 8
6" R. „B„ #4 1,-S„
A109 2 5 STR 7'-5" 15
"C" #4 1'-11"
A110 2 5 STR 5'-7" 12 A400 99 6 STR 23'-8" 3519
A111 2 5 STR 3'-8" 8 A401 2 6 STR 22'-4" 67
A402 2 6 STR 20;-6'' 62 \\
A200 99 5 STR 23'-8" 2444 A403 2 6 STR 18'-7" 56 Al 1'-9" �
A201 2 5 STR 22'-4" 47 A404 2 6 STR 16'-9" 50 A2 1'-9"
A202 2 5 STR 20'-6" 43 A405 2 6 STR 14'-11" 45
C
- A203 2 5 STR 18'-7" 39 A406 2 6 STR 13'-0" 39
A204 2 5 STR 16'-9" 35 A407 2 6 STR 11'-2" 34 BAR TYPE
v A205 2 5 STR 14'-11" 31 A408 2 6 STR 9'-3" 28 BAR DIMENSIONS ARE OUT TO OUT
cc A206 2 5 STR 13'-0" 27 A409 2 6 STR 7'-5" 22
A207 2 5 STR 11'-2" 23 A410 2 6 STR 5'-7" 17
a A208 2 5 STR 9'-3" 19 A411 2 6 STR 3'-8" 11 PROJECT NO . DF1540202054808
A209 2 5 STR 7'-5" 15
o A210 2 5 STR 5'-7" 12 B1 112 4 STR 9'-11" 742 L E N O I R COUNTY
+ A211 2 5 STR 3'-8" 8 B2 220 4 STR 7'-4" 1078o
B3 112 4 STR 9'-11" 742
STATION: 13 + 4755 L
(12 SHEET 4 OF 7
Cl 176 4 STR 28'-10" 3390 ENGINEER OF RECORD:
v
N Egy7.-,,,83973BA. DEPARTMENT OF TRANSPORTATION
thwir STATE OF NORTH CAROLINA
G1 8 5 STR 24'-6" 204 2F15C839],,,,,, .�'cQRO ,,,,, RALEIGH
o ` 44p�•, • •. `4 .
•• ,SS/p 1
_ i�� �•� = DOUBLE
S2 12 6 STR 24'-6" 442 = •
• SEAL
"cP F14091�. �,: 11 FT . X 8 FT .
REINFORCING STEEL 20,284 LBS ��! `' '� '
o
"'-- ,�NQR....;,,..%' CONCRETE BOX CULVERT
� o
q. In In 10/25/2018
W� jETHERILL
O> A ENGINEERING
C> N REVISIONS SHEET NO.
1223 Jones Franklin Rd. NO. BY: DATE: NO. BY: DATE: C 1-4
N Raleigh,N.C.27606 TOTAL DRAWN BY : B.C. HUNT DATE : 10-2018 DOCUMENT NOT CONSIDERED FINAL Bus: 9198518077 1 3 SHEETS
J.A. DILWORTH 10-2018 UNLESS ALL SIGNATURES COMPLETED Fax: 8107
LICENSE19851F-0377 7
CHECKED BY : DATE :

DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48
* THIS DIMENSION TO BE FURNISHED BY THE ENGINEER NOTES
* THE GUARDRAIL ANCHOR ASSEMBLY FOR CULVERTS SHALL CONSIST OF THE FOLLOWING
COMPONENTS :
POSTAND A. FERRULES SHALL BE MADE FROM STEEL MEETING THE REQUIREMENTS OF AASHTO M169,
GUARDRRAILIL ANCHOR
ASSEMBLY GRADE 12L14 AND SHALL HAVE A MINIMUM LENGTH OF THREADS OF 21/2".
* B. 4 - 1" 0 X 2 1/4" BOLTS WITH WASHERS, BOLTS SHALL CONFORM TO THE
REQUIREMENTS OF ASTM A307. BOLTS AND WASHERS SHALL BE GALVANIZED.
_L_ (AT THE CONTRACTOR'S OPTION, STAINLESS STEEL BOLTS AND WASHERS MAY BE
USED AS AN ALTERNATE FOR THE 1" 0 X 21/4" GALVANIZED BOLTS AND
WASHERS. THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS
OF ASTM A307. THE USE OF THIS ALTERNATE SHALL BE APPROVED BY THE
ENGINEER.)
\ #
C. WIRE STRUTS SHOWN IN THE GUARDRAIL ANCHOR ASSEMBLY FOR CULVERTS DETAIL
ARE MINIMUM ALLOWABLE SIZE AND SHALL HAVE A MINIMUM TENSILE STRENGTH
OF 100,000 P.S.I. AS AN OPTION, A 7/6" 0 WIRE STRUT WITH A MINIMUM TENSILE
PRESET ANCHOR STRENGTH OF 90,000 PSI IS ACCEPTABLE.
ASSEMBLY (TYP•) (51
m U,,i GUARDRAIL ANCHOR ASSEMBLY WITH BOLTS SHALL BE ASSEMBLED IN THE SHOP. BOLT
THREADS MAY BE RECUT AS NECESSARY TO INSURE FIT.
THE COST OF THE GUARDRAIL ANCHOR ASSEMBLY FOR CULVERTS COMPLETE IN
L,, PLACE, SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR CLASS "A"
1� CONCRETE.
CJ� ,o
, N__
FERRULES TO BE PLUGGED DURING POURING OF SLAB AS RECOMMENDED BY THE
`�'_ `� MANUFACTURER.
v�
om
STA. 13+47.55 -L-
CULVERT N AT THE CONTRACTOR'S OPTION, FERRULES WITH OPEN OR CLOSED ENDS MAY BE USED.
A PAYMENT FOR GUARDRAIL, POSTS, AND POST BASE PLATES IS INCLUDED IN ROADWAY
PAY ITEMS.
A
i "' SLAB REINFORCING STEEL MAY BE SHIFTED AS NECESSARY TO CLEAR GUARDRAIL
V ANCHOR ASSEMBLY. CARE SHOULD BE TAKEN TO KEEP THE SHIFTING OF REINFORCING
� STEEL TO A MINIMUM.
A �
40111
THE CONTRACTOR MAY USE ADHESIVELY ANCHORED ANCHOR BOLTS IN PLACE OF
GUARDRAIL ANCHOR ASSEMBLY. LEVEL TWO FIELD TESTING IS REQUIRED, AND THE
YIELD LOAD OF THE 1" O BOLT IS 21.8 KIPS. FOR ADHESIVELY ANCHORED ANCHOR
BOLTS OR DOWELS, SEE STANDARD SPECIFICATIONS.
PLA \
SHOWING o GUARDRAIL ANCHOR ASSEMBLY SPACING. L-72_. '
�`-)i
11 1 1
T3 .
i i 1 1
-' II II II
,, II II 11 ( C POST AND GUARDRAIL 1-91
II II II \ ANCHOR ASSEMBLY
1 II II II ) 1
II II II
II II II LI /11.]
1'-2"
`- II II II
�_u II II
II II II
- I II II PLAN
II II II I
,'' II II II
II II II
I II II II
II II II
II II II 1'-2"
\� II II
.\ II II I II II Ih Ili
-
-u 11 H �_r-r 4" I THREADED STEEL FERRULE TO 1
i u �1 11
II II I II I -� FIT 1" 0 X 2 1/" BOLT WITH
II II V ROUND WASHER.
v II II I II I
_II II_ I II I
II II 2" 2"
.' II II ♦ 4C
II II _ C _ C
' II II ` I II I
7„ II II 7„ \ I II I
.co T II II
11 11 SHIM IF NECESSARY I I1 1 R.P.W. • .265" 0 WIRE STRUT
a , I1
PROJECT NOo DF1540202054808
II �� 1\11 ( MAXIMUM OF 1/q" ) 11 (TYP•) Q LENOIRJ fQ a it _11EM__u_�1.1__
i s 11111111i
= v „/ .375" 0 WIRE STRUT COUNTY
jE.— TACK STATION: 13 + 4755 — L —
+ ? I ; = WELD
u Z Z s,
1 - SHEET 5 OF 7
v If—N I • • I \ \
I I I ENGINEER OF RECORD:
N o.�•svd.9•.any: STATE OF NORTH CAROLINA
C23393auwiLBMEC,,, DEPARTMENT OF TRANSPORTATION
Q 4 3 \ J THIS SUPPORT SHALL MEET THE NO. 6 GAGE WIRE °`,o`��N.CQR��4ti RALEIGH
REQUIREMENTS AS SPECIFIED
STANDARD
8 FOR SUPPORTS FOR REINFORCING (03?"11-cni
SECTIO \ A — A SECTIO \ 3 - 3 •:Z�, � ELEVATION STEEL. SEE SPECIFICATIONS. SIDE VIEW 1 ‹<•/frcigc�•• j:
ANCHORAGE DETAILS FOR
ate, ,, ;IA... GUARDRAIL ANCHOR ASSEMBLY
iiimiliww-
N Lri GUADAIL A \ CHOR ASSEV3LY FO CULVERTS 10/25/2018 FOR CULVERTS
N R: 11111
e '
i ETHERILL
O> ENGINEERING
O ASSEMBLED BY : B.C. HUNT DATE : 10-2018 REVISIONS SHEET NO.
rn N CHECKED BY : J.A. DILWORTH DATE : 10-2018 1223 Jones Franklin Rd. NO. BY: DATE: NO. BY: DATE: C1-5
O N REV. 5/1/06R KMM/GM Raleigh,N.C.27606 TOTAL
N N DRAWN BY : FCJ 6/88 Bus: 919 851 8077
O REV. 10/I/II MAA/GM DOCUMENT NOT CONSIDERED FINAL Fax: [phone]
SHEETS
CHECKED BY : ARB 6/88 REV. 12/17 MAA/THC UNLESS ALL SIGNATURES COMPLETED LICENSE NO.F-0377 2 4 7
STD . NO. GRA1

DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48
BAR TYPES BILL OF MATERIAL
ALL BAR DIMENSIONS ARE OUT TO OUT. BAR NO. SIZE TYPE LENGTH WEIGHT
H1 12 44 STR 21'-10" 175
3-44 Z9 3-44 Z8 3-#5 Z7 3-45 Z6 3-45 Z5 H2 4 44 STR 21'-2" 57
3" 3-45 Z4 2-45 Z3 3-45 Z2 2-45 Z1 H3 4 44 STR 13'-5" 36
"Z" BARS C-0 1'-0" CTS.
TOP OF FOOTING H4 4 44 STR 5'-7" 15
0 7r1:6 H5 24 44 1 3'-3" 52
H6 4 44 STR 22'-4" 60
57- co
45 T1 gyp= N1 4 45 2 10'-11" 46
N2 6 45 2 10'-6" 66
i!n Z3 �Z2 �Z1 L1'-3" 1'-7" N3 4 45 2 10'-1" 42
Z4 ,���
►• N4 6 45 2 9'-6" 59
�Z8 �Z7 �Z6 �Z5 N1 /j N5 6 45 2 8'-11" 56
w Z9 '/ N6 6 45 2 8'-4" 52
o= I N9 ____ 4,10.- 3—#6 S1* * Si CO BOTTOM OF FLOOR N7 6 45 2 7'-9" 48
`" / I —
� SLAB & FOOTING N8 6 45 2 7'-3" 45
1
0 _ . '\ ,
--! N re) Ln LO I— CO dl N9 6 45 2 6'-7" 41
9s Z Z Z Z Z Z Z Z Z
Ai A AMA S1 6 46 STR 6'-0" 54
0 : ,
T1 6 45 STR 23'-9" 149
1' -6„ cb
C 1" EXP. JT.L ► Ln o l - o in o ro rn
1 MATERIAL I I � � Lo Lc) in V1 4 44 STR 8'-10" 24
P C9 V2 6 44 STR 8'-5" 34
\`s= 6" RAD. V3 4 44 STR 8'-0" 21
y V4 6 44 STR 7'-5" 30
ti0\% V5 6 #4 STR 6'-10 ' 27
o V6 6 4 STR 6 3 25
�R' 0��0' V7 6 44 STR 5'-8" 23
8"
23' -9" .111
V8 6 44 STR 5'-2" 21
V9 6 44 STR 4'-6" 18
Z1 5'-7" 7" Z1 4 45 3 6'-2" 26
Z2 6 45 3 5'-11" 37
Z2 5'-4" 7"
.41 III.-.II ► Z3 4 45 3 5'-8" 24
Z3 5'-1" 7". Z4 6 45 3 5'-3" 33
Z4 4'-8" 7" Z5 6 45 3 4'-10" 30
PLAN W1 Z5 ►� ►
4'-3" 7" Z6 6 45 3 4'-5" 28
-411 ►� ► Z7 6 45 3 4'-0" 25
Z6 3'-10" 7" Z8 6 44 3 3'-6" 14
Z7 3'-5" 7" Z9 6 44 3 3'-1" 12
-41 ►.
Z8 3'-0" 6"
Z9 2'-7" 6"
►-.1 ► REINFORCING STEEL 1505 LBS
FOR 2 WINGS
-) HK. CLASS A CONCRETE
0 2 WINGS 20.9 CY
TOTAL 20.9 CY
3-44 V9 3-44 V8 3-44 V7 3-44 V6 3-44 V5 NOTE:
3" 3-44 V4 2-44 V3 3-44 V2 2-44 V1 A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED 10„
"V" BARS 2 1'-0" CTS. TO THE FILL FACE OF THE WING COVERING THE ENTIRE
2" CL. LENGTH OF THE EXPANSION JT.
____4
C 1" EXP. JT. N `1 2" CL.
MATERIAL 1
o, 2-#4 H6
v;
o H4 = "V" BARS—
Q H3 `O STREAM
�' _ (\l FACE ' '
H2 # @
H5 = 0 • •, . „N" BARS
N D'
(TYP.) .� Q- a
p o ' - V9 - — , v- N �_ " -� FACE FILL
PROJECT NO. DF15402a2054808
V8 - V7 - V6 V5- V4 - V3 V2- - V1 #I _ , ,
a CONST. `° v `-' LENOIR �+
`) JT. # # CONST. JT. o COUNTY
+ IL H1 N 1 "Z" BARS rn L - L -
c) . - A STATION: 13 + 4755
� N9 � N8 � N7 � NE � N5 N4 � N3 � N1 .JI
11
`o A
N2I
o N7 — T1 BARS ENGINEER OF RECORD:
U ' A (TYP.) °°`.sg"`a° STATE OF NORTH CAROLINA
"' C839,3 ,,, III,,,,,,,, DEPARTMENT OF TRANSPORTATION
o i9 3-#5 N9 3-#5 N8 3-#5 N7 3-#5 N6 3-#5 N5 •o`` .\\. SQRO;/'o,, RALEIGH
`� 3" 3-45 N4 2-45 N3 3-45 N2 2-45 Ni _ 8 . 4:'FF�S/p''•.q
O "N" BARS ( 1'-0" CTS. ` :'Q�� % S.
W 1 WINGS
SEAL
14091 =F = F O R
�, �' FtiGINE� .<,
TYPICAL WING ''•-- cNQR�Es,,..� CONCRETE BOX CULVERT
O ELEVATION W 1 ,I,HA
SECTION 10/25/2018 H = 8 ' - 0 " SLOPE = 301
N l ETHERILL 105 ° SKEW
O> ' ENGINEERING
N REVISIONS SHEET NO.
rnN\
n 1223 Jones Franklin Rd. NO. BY: DATE: NO. BY: DATE: C 1-6
Raleigh,N.C.27606 TOTAL
N N DRAWN BY : A.J. KLINK DATE : 10/18 DOCUMENT NOT CONSIDERED FINAL Bus: 919 851 8077 1 3 SHEETS
J.A. DILWORTH 10/18 UNLESS ALL SIGNATURES COMPLETED LICENSE NO.F-0377 2 k 7
Q. CHECKED BY : DATE :

DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48
BAR TYPES BILL OF MATERIAL
BAR NO. SIZE TYPE LENGTH WEIGHT
ALL BAR DIMENSIONS ARE OUT TO OUT. H7 12 44 STR 16'-1" 129
4-44 Z16 3-44 Z15 3-45 Z14 3-45 Z13 H8 4 44 STR 15'-7" 42
2-45 Z12 2-#5 Z11 2-45 Z10 _ _ 3"
• / H10 24 44 ST 1 R 3'-3" 52
"Z" BARS Cagy 1'-0" CTS.
TOP OF FOOTING o
0
ti H11 4 44 STR 16'-7" 44
,� N10 4 45 2 10'-10" 45
N11 4 _ 45 2 10'-5" 43
45 T2 N12 4 45 2 9'-11" 41
Z11 ?- 1'-3" �1'-2%" N13 6 #5 2 9;=2„ 57
10� Z12 N14 6 5 2 8 5 53
N15 6 45 2 7'-8" 48
`�� N10 Z13 Z14 N16 8 45 2 6'-7" 55
/ \��- Z15 Z16
Si Cagy BOTTOM OF 3-46 S2 �,: ` N16 �• o
FLOOR SLAB & FOOTING �, — �! c" S2 6 #6 STR 6'-0" 54
co o �--� NJ M Q LC) LC
—
\,/
9'' \ I z z z z z z T2 6 45 STR 18'-O" 113
°' V10 4 44 STR 8'-9" 23
1' -6" 0\_ V11 4 44 STR 8'-4" 22
C 1" EXP. JT. LI co N
V12 4 #4 STR 7'-10" 21
1 MATERIAL I � Co V13 6 #4 STR 7;=1'; 28
O_ V14 6 4 STR 6 4 25
Jl/ �43V) 6" RAD. V15 6 44 STR 5'-7" 22
- v T 'r V • V 1 V16 8 44 STR 4'-6" 24
ti
Z10 4 45 3 6'-2" 26
18' -0" o���' Zll 4 _ 45 _ 3 _ 5'-11" 25
--.0 . - Z12 4 45 3 5'-6" 23
Z13 6 45 3 5'-0" 31
Z14 6 45 3 4'-6" 28
Z15 6 44 3 3'-10" 15
Z16 8 44 3 3'-1" 16
PLAN W2 Z1OL 41 5'-7" . so
Z11 5'-4" 7"
...
1.
Z12 4'-11" 7"
Z13 4'-5" 7"
.-. . -
Z14 3'-11" 7"
-41 ► 4►
Z15 _ 3'-4" 6"
••Z16 2'-7" 6"
I,. . REINFORCING STEEL 19131 LBS
FOR 2 WINGS
-) HK. CLASS A CONCRETE
0 2 WINGS 15.7 CY
TOTAL 15.7 CY
4-44 V16 3-44 V15 3-44 V14 3-44 V13 NOTE:
_ ..- r 10"2-#4 V12 2-#4 V11 2-#4 V10 3" A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED
"V" BARS ( l'-0" CTS. TO THE FILL FACE OF THE WING COVERING THE ENTIRE
2" CL. LENGTH OF THE EXPANSION UT.
r / C 1" EXP. JT. 2" CL.
MATERIAL L
> 2-44 H11 v;
0 / N . ."\i„ BARSL
o r H9 . . STREAM LP
�' co= _ •' FACE :�
� # r H8 @
# �
H10 i „N" BARS . . N
N CV
(TYP.) FACE CO_ DF15402a2054808
O V16 PROJECT NO.
# # V10 � �V11 V12 � V13 � V14 V15 Zi
O co cv CONST. Ln o . , CONST. UT. # L E N O I R
co H7 JT. COUNTY
1 — J— �' „Z„ BARS �� . .
c) s► S► S► S► s► s► ' ►� / STATION: 13 + 4 7 0 5 5 - L -
L. N10 .N12 N13 N14 N15 N16 t ��`
N11
j N
o T2 BARS — 1 ENGINEER OF RECORD:
U (TYP.) �o...s9..any: STATE OF NORTH CAROLINA
N ., M 839 5 ` �����,,, DEPARTMENT OF TRANSPORTATION
0 4-45 N16 3-45 N15 3-45 N14 3-45 N13 `P �`��•O��N�CQRp�%1.,°� RALEIGH
.� 2-45 N12 2-45 N11 2-45 N10 3" 8" �:oFF�S/0' q
o -' "N" BARS 1'-0„ CTS. -' •; :�Q� L'� = W 2 WINGS
r. SEAL -
- 14091 z FOR
TYPICAL WING .,, cHgR�ES��o CONCRETE BOX CULVERT
ocd ELEVATION W2 SECTION """ H = 8 ' - 0 " SLOPE = 301
0 � 10/25/2018
N CO WA illi ET LL 105 ° SKEW
0> ' ENGINEERING
N REVISIONS SHEET NO.
ON\
1223 Jones Franklin Rd. NO. BY: DATE: NO. BY: DATE: C 1-7
cv Raleigh,N.C.27606 TOTAL
N DRAWN BY : A.J. KLINK DATE : 1O/18 DOCUMENT NOT CONSIDERED FINAL Bus: 919 851 8077 1 3 SHEETS
L
J.A. DILWORTH 10/18 UNLESS ALL SIGNATURES COMPLETED LICENSE NO.F0377 2 °k 7
� CHECKED BY : DATE :

DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48
STANDARD NOTES
DESIG \ DATA ° ALLOWA \ CE FOR DEAD LOAD DEFLECTIO \ 9SETTLEVE \ T9 HANDRAILS A \ D POSTS
SPECIFICATIONS AoAoSoHoTaO. (CURRENT) E T C o I \ C A S T I \ G SUPERSTRUCTURES o 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 AoA.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 M27O 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 M27O GRADE 5OW — — 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 M27O GRADE 50 — — 27,000 LBS. PER SQ. IN. BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECT IONS, VERTICAL CURVE
ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH SPECIAL \ 0 T E S
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 DISCREPANCY, THIS 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 SO. 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 A \ D WORKvA \ SHIP °
REI \ FORCI \ G 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
C O N C R E T Ea 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" o STUDS FOR 4 — 3/4" O STUDS, AND STUD SPACING CHANGES
CONCRETE C H A V F E P S a SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8" 0 STUDS
ALONG THE BEAM AS SHOWN FOR /4 O STUDS BASED ON THE RATIO OF 3 — /8 0
STUDS FOR 4 — /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 l/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 1/4" 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 I/16INCH OR
PLACE WITH 1:2 CEMENT MORTAR. EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING,
OR METALLIZING.
1
1
ENGLISH
JANUARY9 1990
REV. 6-16-95 EEM (✓) RGW REV. 5-7-03 RWW (4) JTE REV. 10-1-11 MAA (✓) GM 10/25/2018 STD. N 0 o S N
REV. 8-16-99 RWW (4) LES REV. 5-1-06 TLA (4) GM REV. 12-17 MAA (4) THC 7:36:58 AM
P:\2019\19112.02 Davis Mill Divsion 2 Culvert\Structures\DGN\Davis Mill Rd. Culvert.dgn