20201575 Ver 1_Permit Plans_20210319

m / 1 1
See Sheet 1,4 For Index of Sheets (Not Included) STATE ®F NORTH CAROLINA TOTAL
sTA,� PTATB PROJECT REFERENCE NO. PNO. SHEETS
T
mSee Sheet 18 For Symbology Sheet N.C. 17BP.14.R.164 1
DIVISION OF HIGHWAYS SPATE PROL NO. R.A PRO4.NO. DESCRIPTION
IVER SAWMILL BATTLE' 17BP.14.R.164 4 N/A PE
liq' r CREEK RD. BRANCH RD. 17BP.14.R.164 WA RIGHT—OF—WAY
`^ HWY28
Illasil /// SWAIN COUNTY 17BP.14.R.164 WA CONSTRUCTION
TENN.
RIVER
PROJECT
• ��� LOC6T,ION'
-G `•=-�� LOCATION: REPLACEMENT OF BRIDGE No. 133
�,� �� HWY28 SR
OVER BRUSH CREEK ON SR 1132 (HICKORY COVE RD)
'�`"1 \% •• CREEK RD F
SR 1132 TYPE OF WORK: GRADING,DRAINAGE,PAVING,ALUMINUM $��
SR 1113 LOWER HICKORY
NEED-
MORE NEEDMORE� COVE RDRD RD. FA
jSR 1133CULVERT AND PAVEMENT MARKINGSTENN. SR3 _\ BRUSH `
Peal ' I RIVER HWY 28 BRUSH \ CREEK RD
CREEK RD
1�/ Q
_• • 7 SR 1114 J 'SWAIN L'�
1``�i- NEEDMORE RD .: V '
\ ; MACON+—+\ O
V7 hr � J O��
W VICINITY MAP y H
0 90% SUBMITTAL PLANS ,�y°� / /.: 4
C4 BEGIN CONSTRUCTION � �� a /
4 / END CULVERT
-Y1-STA. 10+15.00
.` �/ / -L-STA. 11+70.25
/ /
\ ,,- , .
rivii ,,,, „, . issif it
54 ,-:',-'-,Pr4- 1 /
BEGIN PROJECT 17BP.14.R.164 1
-L- STA. 10+00.00 +.y II \I 10
/—* '
sa. .�� �� END PROJECT 17BP.14.R.164
,)/ : -\ (�� L STA. 11+79.65
0 / p *
ck
d/'3\A\ /6
OEPO ENO ��G S \ \\
END CONSTRUCTION �\ \
-DR1-STA. 10+60.00 \ ;�
NO CONTROL OF ACCESS ON THIS PROJECT.
BEGIN CULVERT
-L- STA. 11+49.65
N O
Oa DOCUMENT NOT CONSIDERED FINAL
c UNLESS ALL SIGNATURES COMPLETED
0, • •
Zo
PREPARED IN THE OFFICE OF, HYDRAULICS ENGINEER pwniiiiiO
,; V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH s\.0 cAR,0*
"S I 434 CI. 836-4040 u Suite 1500ap.c Raleigh,NC 27601 `�Of Pp E55/p4',vti9/.'
ADT 2018 = 112 VPD (919) ,, ,,., P.cam E c
v 50 25 0 50 100 LJSJSSJ Ns.P-OW) 5 i SEAL 7.
w LENGTH ROADWAY PROJECT 17BP.14.R.164 = 0.030 MI 3 27876 (z,..
4' '' FOR THE NORTX CAROLINA DEPARTMENT OF TRANSPORTATION ; �� 4m PLANS V = 15 MPH* LENGTH STRUCTURE PROJECT 17BP.14.R.164 = 0.004 MI 2018 STANDARD SPECIFICATIONS ;,9.:;C:.•••C �Q
RIGHT OF WAY DATE: RONYELL THIGPEN, PE
50 25 0 50 100 T = 6/oSIGNATURE:
o TOTAL LENGTH PROJECT 17BP.14.R.164 = 0.034 MI PROJECT ENGINEER
`'i"� SEPT 20,2018 ROADWAY DESIGN
o . c.....l �� ��
Qi•f ES S/p••:.r 8
PROFILE (HORIZONTAL) LETTING DATE: HOLLY CHRISTENBURY, PE _.. ,e9= �p ®*
*SUBPROJECT DESIGN ENGINEER - . SEAL
REGIONAL TIER -..,T,,, 043(3e = ®P trR���I
3o JAN 13,2026
-o� 10 5 0 10 20 `i••:FNGINEEP;.'/
00 ` ' i"� *BRIDGE DESIGN %, ' •• '.
V SPEED INVESTIGATION NCDOT CONTACT. JOSH DEYTON, PE PIE',,,,'Ft,s
(‘I , PROFILE (VERTICAL) DIVISION 14 BRIDGE PROGRAM MANAGER SIGNATURE:
Ire

PROJECT REFERENCE NO. SHEET NO.
N‘S I ) 17BP.i4,R.164 IA
ROADWAY DESIGN
434 Fayetteville Street Suite 1500 ENGINEER
GENERAL NOTES: 2018 SPECIFICATIONS Raleigh,NC 27601 -919.836.4040 C AR0/%
EFFECTIVE: 01-16-18 www.wspgroup.com ;oe.�oecssi�q•..r�c
INDEX OF SHEETS REVISED: LICENSE NO.F-0891 =
stnL
o43if4
SHEET NUMBER SHEET ��'•, e e,:���
GRADING AND SURFACING OR RESURFACING AND WIDENING:
° CHM',
1 TITLE SHEET
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
IA 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
lB 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
SECTIONS. 2018 ROADWAY ENGLISH STANDARD DRAWINGS
IMP-1 THRU TMP-4 TRAFFIC MANAGEMENT PLANS
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:
RN-1 REFORESTATION SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD.NO.560.01.
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
AS SHOWN ON THE PLANS.
RIGHT-OF-WAY MARKERS:
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT IN
ACCORDANCE WITH SECTION 801 OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES.
7

r
FERENCE
NO
Note: Not to ScalePROJECT/7BP J4.R.164 O. SHEET
STATE OF NO I'TH CAROLINA
*S.U.E. = Subsurface Utility Engineering DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY: WATER:
State Line - Water Manhole Cs
County Line - RAILROADS: Water Meter o
Township Line Standard Gauge I I I I I I I I Water Valve
OSX TRANSPORTATION Orchard
City Line RR Signal Milepost MILEPOST 35 Water Hydrant
Vineyard Vineyard
Reservation Line - - Switch sw c U/G Water Line w
Property Line RR Abandoned EXISTING STRUCTURES: Designated U/G Water Line (S.U.E.*) ----w----
Existing Iron Pin O RR Dismantled Above Ground Water Line A/C water
MAJOR:
Property Corner RIGHT OF WAY: Bridge,Tunnel or Box Culvert I CONC
Property Monument Baseline Control Point ♦ 1 r TV:
Parcel/Sequence Number Bridge Wing Wall, Head Wall and End Wall- J CONC ww l
q ® Existing Right of Way Marker 0 TV Satellite Dish '<
MINOR:
Existing Fence Line -x x x- Existing Right of Way Line - Head and End Wall / coNc HW \ TV Pedestal
Proposed Woven Wire Fence Proposed Right of Way Line W Pipe Culvert TV Tower 0
Proposed Chain Link Fence a Proposed Right of Way Line with O A Footbridge >- -< U/G TV Cable Hand Hole III
Proposed Barbed Wire Fence O Iron Pin and Cap Marker Recorded U/G TV CableTV
B
Proposed Right of Way Line with R Drainage Box: Catch Basin, DI or JB ❑
Existing Wetland Boundary Via Concrete or Granite RAW Marker ® Paved Ditch Gutter Designated U/G TV Cable (S.U.E.*) - -TV--
Proposed Wetland Boundary wa Proposed Control of Access Line with Storm Sewer Manhole Recorded U/G Fiber Optic Cable TV Fa
Existing Endangered Animal Boundary aaa Concrete C/A Marker Designated U/G Fiber Optic Cable (S.U.E.1- T°Fa
Existing Endangered Plant Boundary Pa Existing Control of Access I,c,I Storm Sewer
Known Soil Contamination:Area or Site :®: ®� Proposed Control of Access� GAS:
ExistingEasement Line E UTILITIES:
Potential Soil Contamination:Area or Site M Gas Valve 0
Proposed Temporary Construction Easement- E POWER:
BUILDINGS AND OTHER CULTURE. Existing Power Pole ♦ Gas Meter 0
Gas PumpVent or U/G Tank Capo Proposed Temporary Drainage Easement TDE
Proposed Power Pole b Recorded U/G Gas Line
s Proposed Permanent Drainage Easement PDE Designated U/G Gas Line (S.U.E.*)s Existing Joint Use Pole g ( )o Proposed Permanent Drainage/Utility Easement DUE Above Ground Gas Line
A o Gas
Well w Proposed Joint Use Pole
Small Mine u Proposed Permanent Utility Easement PUE
Power Manhole
Proposed Temporary Utility Easement TUE
Foundation I I SANITARY SEWER:
Power Line Tower
Proposed Aerial Utility Easement AUE
Area Outline I I Power Transformer 2 Sanitary Sewer Manhole ®O
Cemetery t Proposed Permanent Easement with O U/G Power Cable Hand Hole Sanitary Sewer Cleanout e
Iron Pin and Cap Marker U/G Sanitary Sewer Line
Building H-Frame Pole ••—� S5
School ROADS AND RELATED FEATURES:Existing of Pavement Recorded U/G Power Line Above Ground Sanitary Sewer aic Sanitary Sewer
EdgeRecorded SS Forced Main Line
Church Designated U/G Power Line (S. . .UE*) F5S
Existing Curb ----- Designated SS Forced Main Line (S.U.E.*)
Dam
Proposed Slope Stakes Cut TELEPHONE:
HYDROLOGY: Proposed Slope Stakes Fill F MISCELLANEOUS:
-
Stream or Body of Water Proposed Curb Ramp CR Existing Telephone Pole —
Hydro,Pool or Reservoir r r r Proposed Telephone Pole Utility Pole �
Y Existing Metal Guardrail
Jurisdictional StreamTelephone Manhole O Utility Pole with Base 0
is Proposed Guardrail T T T T
Buffer Zone 1 BZ n n n Telephone Booth Utility Located Object o
Existing Cable Guiderail Utility Traffic Signal Box ❑s
Buffer Zone 2 BZ 2 Proposed Cable Guiderail n c n n Telephone Pedestal ❑T
TUTL
Flow Arrow Telephone Cell Tower Utility Unknown U/G Line
Equality Symbol 14, U/G Tank;Water,Gas,Oil
Disappearing Stream > 00� U/G Telephone Cable Hand Hole "H
Pavement Removal CM
Spring 0---- Recorded U/G Telephone Cable Underground Storage Tank,Approx. Loc.
(VEGETATION. T
AiG Tank;Water,Gas,Oil
Wetland Single Tree Designated U/G Telephone Cable (S.U.E.*)
Geoenvironmental Boring
Proposed Lateral,Tail, Head Ditch >> > > Recorded U/G Telephone Conduit TO
Single Shrub © U/G Test Hole (S.U.E.*) m
False Sump <1> Hedge Designated U/G Telephone Conduit(S.U.E.*) .
g Abandoned According to Utility Records AATUR
Recorded U/G Fiber Optics Cable T Fo
Woods Line
End of Information E.O.I.
Designated U/G Fiber Optics Cable (S.U.E.*)_ - T Fo

0' PROJECT REFERENCE NO. SHEET NO.
0'
I7BP.I4.R.164 4
co
15"RCP-IV / / /
- RAN SHEET NO.
DETAIL D SF-860133 RIPRAP EMBANKMENT / / �PO ROADWAY DESIGN HYDRAULICS
20.pR, "/ ENGINEER ENGINEER
SEE DETAIL C _ 37.g0,0g^
SINGLE BARREL CULVERT ' O: o '. °- / /
EXISTING BRIDGE dl3 „ Taulunu
SKEWED LOW FLOW TO BE REMOVED . ` cARo''',, O`H CARP'//i,
CHANNEL AND SILLS TABOR-LEWIS MOUNTAIN HOUSE,INC. 'GZ'a / .0 oFESS/p'•;f ,���?JP E sio'�Jti
-L- POC Sta.11+00.20= DB 263 PG 750 m S o N 9_ .a 9 71' O:'e a 2 s
BEGIN CULVERT6 `^ H s7°Qo'os• ==1`
'NOTES:
GaT.I E vTERaL RE EEN �' so•-r ►{ -Yl- POT Sta.10+74.2/ CD STA.11+49. 5 t� //I/
/ W -- 043139 - 27 76
LCONSISTS
W F CU vERHANNEL iRpOVIDE.11RIAL 0005 EXCAVATED AMIIMPl IO! .GR 'Q W R EDS Ca0 °t !Jam; '•
FROM siR O MATE R.
iTirf nv°E'MN''ATE SPECIAL LATERAL'V'DITCH / 5 // %� - f Q'?� % 9'+ ,>
ISO3uuTgeRcM crig N RIAL T y G'� 95 i°'•...NCINEE. O �;4 NGINEE,``��
BE SUBJECT To BY PERMIT corvomorvs. STA.10+75 TO 10+90-L-LT B / Co 1::
o- F , , N N O
F A WOODS ,,, CHR� �., �i,A STP ��nrvD MAr LINE vaiLIPRAP G'j O \ ',Mitt&
:Is0s0ANfsARE ALUMINUM AND BOLTED SEE DETAIL A y\ vT �� + ,-,�,
INro<uLVERT. HIGH SILL Sa EST TONS CLASS B RIP RAP= 6 AC OO Sy S \
BIfT LB s EST SY OF 13 S 4, O,/'?
q �.
TS"CHFSREWUAF BOD ELLVATON IN LOWLD / J` O \
io L STREAM.trHuwEGI -L- STA.10+60.00 = i3O O•/ iQO >� @ O *i °if'Y2 P DOCUMENT NOT CONSIDERED FINAL
-DRI- STA.l0+10.00 O O> O 1 E TS UNLESS ALL SIGNATURES COMPLETED
AIADBO PBOATIrFULLVATION Of HIGH SnIRAEFLES C X / O f )`STEC1AL LATERAL'0'DITCH Spo </JO /°4/ OE* `, SL' , �: -40 / ° 749•g9s'ENciHiixor slWBnffLEs DErERMIrveD By THE STA.10+00 TO 10+75-L-LT O '��.LINE DERIPRAP �� S /O' W000 Gu ,''�' //I ^' "�I
SILLS AT SEE DETAIL A A S' 2g °` 4p9iOBIki* •�� �!!'. oTYPE TL-2 GREU 350 END TIP PROJECT I7BP.I4RJ64
INLET AND OUTLET EST TONS CLASS B RIP RAP= 17 O // ��, J RAP eSill, �,!=91- +.93.81
EST SY GF = 38 > j1,- e
- S 22'35'56.9"E c, RSI cBi •�dl.L IZI R A,LBo -L STA.1I+79.85
.'-''''4 ,� o )MAI 434 Fayetteville Street Suite 1500
B ° °�°� /Gx ` timmeit CLASS IIN BENCH (TYP -L- STA.II+87.72 =
�` o �„ _ ,.f. Raleigh,NC 27601 -919.836.4040
a L17°° '`;,,:6 0 ,A <5` R=20 1, i1 qr�Cs.s BI°7,s•7fST TONS = 17 -Y2- STA.II+ 9
O ,W °"CHANNEL"° O \ �fr r �.'R- /' 37.90
s� o r°A^ _ J< O ,�,,,r a www.wspgroup.com F com
�- Sao �a. ��'F �tip�"I/L _. 5 27°II' 6.9" LICENSE NO.F-0891
SILL BAFFLE /Oxo n/pdki/mvi nil fi END CULVERT -Y2-PC -, •II+010+89.333 2
onv Urs*mAM AND DDNN:mEAM SILL Qp . '-4 �Il +11., STA.11+70.25 '41.1"E -Y2-PT Sta. RIP RAP AT AIL C DETAIL A
O ��4t'!� 7���,�-- cuss I: 5 6g°50 SPECIAL LATERAL N'DITCH
of PLAN VIEW .• 00 0 # B RI RA 11, 1itsTONS = 1, 1Norro s<olel INorro s<olel
ps
A `� sA 3 TO S Or!?I E > �V HET. 00 omin.
DRI -L- Yl W 0/ Fo�rY P I �; y A,10+78.42 St j0+00° Ppe 10•min. 5. Fo.a_ ti'> Fill
Will, ST Ourle, NaNrRI ,
/ 2 O D° Ground ''' D
PI Sta /0+36.76 P/Sta 11+06.10 PI Sta 10+23G9 4.5:1 TAPER ��-`� (�� i�iE! y °� +48.5 PC d
= 65 58'03.3"(RT) <y 1 10 GEOTE%TILE
= 49°47'33.8"(RT) p = 58°5I'0/.0"(LT) �� ` °� n (► STA° y 2 *le Min.D= 1.0 FL.
D = 190°59'09.4" D = 45'06'53.2" D = 136°25'06.7" ; e o \ 4. 2 Type a1 Liner= n HO S L,Bip Bap Max.d= 1.0 F.
L = 3454' L = 110.37' L = 43.14' C, a /;0; 1101 1O0 PR.COPPER O Gaare ST bey Type of Liner=CUSS B Rpa ap
674 / ��o �P•- li 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 = 2369 i FROM STA.10+75 TO STA.10+90-L-LT
R = 30.00' R = 127.00' R = 42.00' a o a t, + i v CATHERINE S.TYLER
SE = 0.03
a°;�.R� � � DB295PG893
a6.''P `'� 4j° PB 10 PG 8
RO = 39.00' ••,I, o�ai�a 0 vs 0 N- :'_^ rA 0" DETAIL B
DS = 15 MPH 'ia N STANDARD 'V'DITCH
�� \ `O Q •
0 Motto Scale)
o -Y2- BEGIN TIP PR. C `t7BP.14.RJ6' (1 GARDEN 1.
O 'a ' UY Nawral _1_ NaNml
PI Sta /0+45.03 PI Sta 11+76.69 -L- STA.10+i1°rO i 4 GUY '-�: _dI3ti, Graand
°I: A = /7°59'50.3'(RT) A = 28'02'17.0"(RT) �� o E x� - I9 4 a7- o
D = 20°08'57.0" D = 18°44'07.2" Q HBOIUDE '._ SPRING s zs°ao'sr w
--fY' DAN Min.D= 1.0 Ff.
L = 89.32' L = 149.65' `R R FROM STA.10+75-L-RT TO OUT
STANDARD 'V'DITCH \?,• 1.,6.0
T = 45.03' T = 76.36' �O SEE DETAIL TTc OUT CC'\ 1 WOODS NOTE: THE GARDEN IN PARCEL 1 IS TO REMAIN
R = 284.36' R = 305.82' END CONSTRUCTION SE E CY = a A UNDISTURBED THROUGHOUT CONSTRUCTION.
-DRI- STA 10+60.ON TYPE TL-2 GREU 350 ` \�"= BMI ELEVATION = 2068.17 SIGHT DISTANCE AT HICKORY COVE RD. AND
mA BL STATION 6+28.00 313 LEFT
��`0��4 PAVEMENT REMOVAL TABOR-LEWIS m F, x .;-- RR SPIKE IN 30"ASH BRUSH CREEK RD. HAS NO CHANGE FROM EXISTING
� 4 MOUNTAIN HOUSE INC.11 Ioa'oo, o I~�I co
DB�263 PG 750 - / I Alo CONDITIONS, ALLOWING FOR APPROX. 245' SSD
(i la o AT 30 MPH.
•
•
•
•
:::::: -�- _ _Yl _ -Y2 _D R1
BFLGIA' 'rlP PROJEC- 17BP/4 R/64
-L- Sta.r,-F00.00 PI= 11+60.00
EL 2053.20' EL = 2,055.00' M Y2 Sta.!0+'5.42
- mEEP1= I1+10.00 MVC = 38' - I r ;E;,,-- BEG'N CONS -'!' '9
2 1 I = = EL = 2,052.25 MK = 19 m
EE 1 I 2 070 2 070 Or l Stc. 0+1000 2070
P1= 10+40.00 VC = 50' =DS = 30 MPH m e ' EE -Y2- Sta.//+93.63 - ' BLG/N GRADE, ,
EL = 2,052.14'
K = 9 L. 053.26' - l Sto.10+64J8 ��a'i�-! R ! EL 2031.75
VC = 50' =gym END GRADE lnT-r- frn,
DS = l5 MPH ��m -....,.mmimirs
K = 18 - E - -w-ours zewEEGErem EL.2052.66'
DS = 20 MPH - - -DR'- StalO-'-6C.00
2 1.1 r.4 9.85 1.1 1.1 1°1 1°1
I- 1- aummeri4o
MN= E 4!r, M MEN '' L1.2047.69'
- Nom PROPOS :7m mom T!_ J 100 YR WSEL EE_ - _ iminiaMEnsiLimi��
GRADE 'a L= 2055 5.
2,1
1 jjI
• -°. - c er -M 2 YR WSEL 1 1 I.°%/m 1 1 2 0J0 i, 2,050
�� EL= 2051.
= EXISITNG...m 141LS11.14L7rb):<R.A72 M r� C0
-0 r�...r: .I1! 141- '� 8j
• 2 I 1 :::� _ ROUND EN I, I 2152.93
i I, I 1• 1 1, 1
Pl= 10+45.00
Emmm
° EEEm ��� EL = 2,048.18'
-o ...= CULVERT - i-, L1C DAT: nl Eli
:::: - DESIGN DISCHARGE 300 ray
•
2,030 :::: '-. ._. DESIGN FREQUENCY ow"S 1 1Essmssmsmsmss 1 1 1 1 1 1
a DESIGN HW ELEVATION 050 IN T
co 1 BASE DISCHARGE 00 ::LSV!I
7 BMI ELEVAI _, - - -BASE FREQUENCY o .alum
o I. 598285.9/20 -''Ics+�lr+2• -BASE HW ELEVATlO = 2055. ��rra
o_ In BL STATIO _09:.!! -OVERTOPPING DISCHARGE= 550 • FS
OVERTOPPING FREQUENCY= 5 - YRS
4 Dist 3/.3 LT OVERTOPPING ELEVATION = 2052.6 FT
ova RENCH TIE-SPIKE IN 30"ASH
Tv,D..
10 11 12 10 10 11 12 10

BM41 RR SPIKE IN 30"ASH, 274' RT, STA. 11+88.00 -L-, ELEV.= 2068.17'
WOODS NOTES
1 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 °133
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+49.99 -Y2- (ROADWAY DETAIL & FOR OTHER DESIGN DATA AND NOTES,SEE STANDARD NOTE SHEET.
r C4p. PAY ITEM)(TYP.) THE DETAILS SHOWN HERE ARE FOR GENERAL LAYOUT ONLY. THE
k-SCEP RDY (BRUSH CREEK RD.) FOR CULVERT DIVERSION DETAILS.SEE EROSION CONTROL PLANS. SUPPLIERROVA THATL SUPPLY DESIGNS AND MEET THE REQUIREMENTS DETAILS OF AASHOR TO REVIEW LRFD BRIDGE
/ THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH DESIGN SPECIFICATIONS.SECTION 12.AND ARE SEALED BY A NORTH
90°00'-0O" ••• / "HEC 18-EVALUATING SCOUR AT BRIDGES." CAROLINA REGISTERED PROFESSIONAL ENGINEER.
,' AFTER SERVING AS A TEMPORARY STRUCTURE THE EXISTING STRUCTURE THE CONTRACTOR SHALL SUBMIT SEALED SHOP DRAWING PLANS FOR THE
• / // CONSISTING OF A SINGLE SPAN:18'-6"WITH AN ASPHALT WEARING SURFACE ON A ALUMINUM BOX CULVERT,ALUMINUM HEADWALL,WING WALLS 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.
) � /IF 5 113Y AND LOCATED UPSTREAM FROM PROPOSED STRUCTURE SHALL BE REMOVED.THE
\� \ (CREEK R0) EXISTING STRUCTURALRIDGE IS INTEGRITYROFE(THEYBRIIDGED FOR LOAD DETTERIORATEIDURINGOULD THE CONSTRUCTION OF ANDESS FURNISHRALLESTRUUCTURALL ELEMENTSLIER SHALL AND HARDWARESIGN.DETAIL,
\\ I_� ��pRR THE PROPOSED BRIDGE.A LOAD LIMIT MAY BE POSTED AND MAY BE REDUCED AS
\ — _is— FOUND NECESSARY DURING THE LIFE OF THE PROJECT. ALL MATERIALS SHALL MEET THE REQUIREMENTS OF THE NCDOT STANDARD
• —sue" SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2018.
�` / L ,.sueIII ., is BRA THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM
CREEK THE BEST INFORMATION AVAILABLE. THIS INFORMATION IS SHOWN FOR THE MANUFACTURER OF THE 20'-7"X 5'-3'ALUMINUM BOX CULVERT SHALL
EXISTING — —� •t!; '-- is
THE CONVENIENCE OF THE CONTRACTOR.THE CONTRACTOR SHALL HAVE NO CLAIM PROVIDE LOAD RESISTANCE FACTOR RATINGS (LRFR)SUMMARY PER NCDOT
-" ism s/ WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR REQUIREMENTS.
STRUCTURE °133 _ is � -1 ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING
* WING WALL
� � BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS THE CORRUGATED ALUMINUM BOX CULVERT AT STATION 11+59.95 -L- IS
_ .4114 �.�._:.- EXTENSION AT THE PROJECT SITE. DESIGNED FOR A FACTORED RESISTANCE OF 2 TSF. CHECK FIELD
PROPOSED FLOODPLAIN
CONDITIONS FOR THE REQUIRED RESISTANCE OF 5 TSF JUST BEFORE
\'S / �s BENCH (TYP.) FOR TRAFFIC PHASING.SEE TRAFFIC CONTROL PLANS. PLACING CULVERT.
�Rliy. ... 21' 9" . 26' 3" REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED IN A MANNER EXCAVATE A MINIMUM 1 FOOT BELOW CULVERT BEARING ELEVATION AND
CLASS I RIP RAP
\RF (TYP.) THAT PREVENTS DEBRIS FROM FALLING INTO THE WATER.THE CONTRACTOR REPLACE WITH FOUNDATION CONDITIONING MATERIAL IN ACCORDANCE
�r Fk / , _ 11 48' O" SHALL SUBMIT DEMOLITION PLANS FOR REVIEW AND REMOVE THE BRIDGE WITH SECTION 414 OF THE STANDARD SPECIFICATIONS.
�• `/�5 ; 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.
i
`\ (HICKORY COVE RD.) FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS. GUARDRAIL POST LOCATIONS SHALL BE DETERMINED IN THE FIELD BY
• THE ENGINEER.
O�', \ 4C) FOR CRANE SAFETY.SEE SPECIAL PROVISIONS.
\ FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS. AT THE CONTRACTOR'S OPTION HE MAY SUBMIT TO THE ENGINEER FOR
DR1 APPROVAL DESIGN AND DETAIL DRAWINGS FOR PRECAST REINFORCED
� ' \ 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
//c) REINFORCED CONCRETE HEADWALLS.SEE SPECIAL PROVISIONS.
T0000
FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION
tO`` �� ACTIVITIES,SEE SPECIAL PROVISIONS. OVER EXCAVATE LOOSE/SOFT MATERIALS IF PRESENT TO SUITABLE
>y BEARING MATERIALS AND REPLACE WITH ADDITIONAL CLASS VI
WOODS `�� T9 000 FOUNDATION CONDITIONING MATERIAL.
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
DESIGN HIGH WATER ELEVATION = 2051.3 = 49°-47'-33.8"(RT) FOUNDATION COND.MAT'L 70 TONS
DRAINAGE AREA = 3.53 SO.MI. D= 45 06' 53.2" _
BASE DISCHARGE (0100) = 1400 CFS L= 110.37' CLASS I RIP RAP 27 TONS
BASE HIGH WATER ELEVATION = 2055.5 T = 58.94'
R = 127.00' ALUMINUM BOX CULVERT LUMP SUM
OVERTOPPING FLOOD DATA GRADE DATA ASBESTOS ASSESSMENT LUMP SUM
OVERTOPPING DISCHARGE = 550 CFS GRADE POINT ELEV.O STA.11+59.95 -L- = 2054.9'
FREQUENCY OF OVERTOPPING FLOOD = 5 YEARS INVERT ELEVATION (a 11+59.95 -L- = 2045.8' 17 B P.14.R.16 4
OVERTOPPING FLOOD ELEVATION = 2052.6 ROADWAY SIDE SLOPES = 3:1 MAX. PROJECT NO.
*EXISTING LEVEL OF SERVICE IS BEING MAINTAINED SWAIN
COUNTY
EXISTING STRUCTURE L STATION: 11+59.95 -L-
SHEET 1 OF 3 REPLACES BRIDGE NO.133I
T EL.2048.6 f EL.2048.2
EL.2047.3 EL.2047.2 EL.2046.5 EL.2046.1STATE OF NORTH CAROLINA
EL.2O45.6 DEPARTMENT OF TRANSPORTATION
EL.2049.1 RALEIGH
C
o ``
p���o�aoaa�rr SINGLE 20'-7" x 5'-3"
a
20' o" 20' o" 20' o" 20' o" 20' o" 20' o" 20' o' PLANSALUMINUM B O X CULVERT
°® NOT USE FOR 0ONSTRUCTOO� 9 0 ° SKEW
NNE USA Lac.
V 434 FAYEFTEVILLE STREET
— SUITE 1500
RALEIGH.NC 27601
TEL:L919.836.4040
coDESIGNED BY: S.NATARAJAN DATE : APR 2017 PROFILE ALONG C CULVERT
LICENSE No.F-o16s REVISIONS SHEET NO.
o DRAWN BY: M.HOBBS DATE , APR 2017 NO. BY: DATE: NO. BY: DATE: S-1
o CHECKED BY: N.PIERCE DATE : APR 2017 TOTAL
�°o DESIGN ENGINEER
-c UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL
OF RECORD: S.NATARAJAN DATE : APR 2017 9 SHEETS3
3
STR.R133

BY SUPPLIER
PROPOSED GUARDRAIL ROADWAY WIDTH = 20'-0" CULVERT
(ROADWAY DETAIL &
PAY ITEM)(TYP.) L FULLY WELDED
ALUMINUM STRUCTURAL
STA.11+59.95 -L- iu PLATE HEADWALL
9= 2054 EL. .
ROADWAY FILL I
tl
SLOPE (TYP.)
FULLY WELDED
w ALUMINUM STRUCTURAL
1-1 PLATE WINGWALLS
o [c-1 FIULLNVERTALUMINUM
a
— N
r
DIRECTION - z mMU-
2.8% OF FLOW ° m /
20'-7"(SPAN) ALUMINUM PLATE
INVE
RT
INLET
ET .41 C CULVERT TOE WALL
EL.2045.8 OUTLET INVERT
EL.2045.07 OUTLET END ELEVATION
(SILLS NOT SHOWN FOR CLARITY)
CULVERT SECTION NORMAL TO ROADWAY _ BY SUPPLIER
11 C CULVERT
o FULLY WELDED
ALUMINUM STRUCTURAL
iv PLATE HEADWALL
1 FULLY WELDED
ALUMINUM STRUCTURAL
LL PLATE WINGWALLS
H W
J
a_
a_ H FULLERT ALUMINUM
INV
r
m KM-
A 20'-7"(SPAN)
ALUMINUM PLATE
9' O" �.„,„,...-- L 2' 6" _ 33' O" TOE WALL
INLET END ELEVATION
WING WALL (SILLS NOT SHOWN FOR CLARITY)
EXTENSION
i r
0
Q *122°00'00" QI
1 *r
*100°00'-00"
STA.11++59 95 CULVERT 90°00'-00" M
(TYP.)
0
i-C CULVERT - - — DIRECTION —
OF FLOW
b
N
N-PT STA.11+57.52 -L- M PROJECT NO. 17BP.14.R.164
0
SWAIN COUNTY
*130°00'-00"
: STATION: 11+59.95 -L-
b SHEET 2 OF 3
90°00'-00"
Mi--
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
L I
3 *5'-4".. 21'-9" 26'-3"
o ••
a TOTAL LENGTH OF CULVERT = 48' 0" pR��DMD�QG3Y SINGLE 2 0 -7�� x 5 -3"
PLANS
-IALUMINUM BOX CULVERT
kov
PLAN VIEW DO NOT
USE FOR
90 ° SKEW
v BHA.. CONSTRUC4o0K
*- FIELD VERIFICATION BY SUPPLIER SUI EF ITOHEYL.E STREET
a RALEI IL
REL 1.9198C 40001
m TEL L919.83G4040
co— DESIGNED BY: S.NATARAJAN DATE : APR 2017
REVISIONS SHEETNO.
LICENSE NO.F-0165
8 rri DRAWN BY: M.HOBBS DATE : APR 2017 NO. BY: DATE: NO. BY: DATE: S-2
:o CHECKED BY: N.PIERCE DATE : APR 2017
DOCUMENT NOT CONSIDERED FINAL
LO o DESIGN ENGINEER
-c OF RECORD: S.NATARAJAN DATE : APR 2017 9 TOTAL
SHEETS
UNLESS ALL SIGNATURES COMPLETED 2 4 3
STR."133

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
II C CULVERT BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
OF LOW THE STOCKPILED NATIVE MATERIAL SHALL BE PLACED AS SHOWN
TOP
FLOW SILLIN THE "FLOOR SILL LAYOUT"SKETCH TO PROVIDE A 1'-0"DEPTH
LOW FLOW CHANNEL BETWEEN LOW FLOW SILLS.AND SHALL BE PLACED
TO THE DEPTH OF 1'-6"BETWEEN HIGH FLOW SILL.
TOP OF HIGH 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 REOUIRED TO PLACE THE EXCAVATED
/ MATERIAL SHALL BE INCLUDED IN THE CONTRACT LUMP SUM
�// PRICE BID FOR CULVERT EXCAVATION.
THE SILLS ARE ALUMINUM AND BOLTED INTO THE CULVERT.
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
$ (LOOKING DOWNSTREAM)
U
d
v,
N
tD
Ir
m
L-
o
0
P
0
a
N
Z
o 15'-5" 15' 4" 17'-3"
o
0
° 1' 0" 1 0„ DIRECTION
` OF FLOW
m CLASS I RIP RAP
m (TYP.)
.3°
o C CULVERT in o0
° STA.11+59.95 L C�J��J
vi CD CD CD CDN
,co"' 9i_,/�(i�/-\9,,/-\ci /-\(i�/- I T'
1 ` 1
8
m
° FLOODPLAIN BENCH I -90°00'-00" SILL A ,
it - (TYP.) ��(TYPJ
d (TYPJ� �. Q.N. '
rn
m H
A �p� F-- I o C CULVERT .- a
GNP 0
0 o
n O I 7'1';
�
Io Cy4,< � A '/ / o i
1 ��Y
0 1el
• n PROJECT NO. 17BP.14.R.164
2
SWAIN
a I
GD COUNTY
o `� '`.L'' Y T I STATION: 11+59.95 -L-
�t/�-
° NATIVE MATERIAL PT STA.11+57.52 L
Co �O o (TYP.BET/ SILLS) SHEET 3 OF 3
`( �� (SEE NOTES) O O
co STATE OF NORTH CAROLINA
1 o" 1' o" DEPARTMENT OF TRANSPORTATION
RALEIGH
O
a 16' 0" 21' 9"IN 41IN 26' 3" 14' 0" "
-°° _ TOTAL LENGTH OF CULVERT = 48'-0" p�������Q�� SINGLE 2 0 -7�� x 5/-3"
0
PLANS ALUMINUM BOX CULVERT
a DO NOT USE FOR
FLOOR SILL LAYOUT P„� � CONSTRUC41OK 90 ° SKEW
p 434 FAYE TEVILLE STREET
Iu (WINGWALL EXTENSION AT DOWNSTREAM SUITE I500
RALEIILM
END NOT SHOWN FOR CLARITY) TEL L919336.0 01
o S.NATARAJAN . APR 2017 REVISIONS SHEET NO.
m DESIGNED BY: DATE LlcErvsE No.F-o16s
8 n DRAWN BY: M.HOBBS DATE : APR 2017 N0. BY: DATE: NO. BY: DATE: S-3
co. CHECKED BY: N.PIERCE° DATE : APR 2017 TOTAL
� DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL
-, OF RECORD: S.NATARAJAN DATE : APR 2017 9 SHEETS3
-
UNLESS ALL SIGNATURES COMPLETED 3
STR."133