20201574 Ver 1_Permit Plans_20210205

F '�/�1I p' �II(4-�1L,1y' OF NORTH
'�/-1I/Q' CAROLINA--11/��/[/ �yII
/ \ STATE A J1 n A �9 O R S H '�/A R O L I 1 V A STATE STATE PROJECT REFERENCE NO. SHNO. SHEETS
EET
TOTAL
A See Sheet 1A For Symbologyy of SheetsN.C. 17BP.14.R.169 1
See Sheet 18 For Sheet
DIVISION OF HIGHWAYS
STATE PROJ.NO. P.A.PROJ.NO. . DESCRIPTION
17BP.14.R.169 N/A PE
CHWHi\ tal
17BP.14.R.169 WA RIGHT—OF—WAY
17BP.14.R.169 N/A CONTRUCTION
PROJECT CLAY COUNTY
LOCATION
voilir
• 1168
E VINEYARD 1168
ROAD E VINEYARD• ROAD l LOCATION: REPLACEMENT OF BRIDGE NO. 099
I OVER VINEYARD CREEK ON
~ SR 1168 (E. VINEYARD RD)
BOB 1342
201
1341 PENLAND RD TYPE OF WORK: GRADING,DRAINAGE, WIDENING, PAVING,
1 IJACKIE
COVE IE BOB
1168 : ' STRUCTURE AND PAVEMENT MARKINGS
E VINEYARD ,
10114 1348 ROAD 'AA�
DAILEY le
1341 /1168 ROAD
• • JACKIE .353
40100.
COVE RD. ' OLD HWY
f 64 E.
V VICINITY MAP \ ' - 4Liz4 Ciz<°3.!.
• • DETOUR ROUTE \ frilEND BRIDGEO ; �� /-L- STA. 13+39.4790% SUBMITTAL PLANSL4 . ' r --- _L_- \ �� �,
�pST VINEYARD R� l'��\:%a,; O
201 JS b SR 1168 D ‘ ��,. I� � I
�: �•e � Z
+/,'+' ,..'t:\ la it O
J J 1j� 4 7 I
r 1 i; • IN
BEGIN BRIDGE
-L- STA. 12+81.71 rt II/ II I
1 I
-1
CI. \
k
�' �x k
BEGIN TIP PROJECT 17BP.14.R.169 .P I. k�k\
-L- STA. 10+50.00 END TIP PROJECT 17BP.14.R.169
-L- STA. 15+50.00
C
IT
THIS PROJECT HAS NO CONTROL OF ACCESS.
DOCUMENT NOT CONSIDERED FINAL
CO
UNLESS ALL SIGNATURES COMPLETED
T
0
L 11.
p; PREPARED IN THE OFFICE ON HYDRAULICS ENGINEER
o GRAPHIC SCALES DESIGN DATA PROJECT LENGTH "S u,SP .``NIcA o�?,
434 Fayetteville Srreet,Suiee 1500 Raleigh,NC 27601 ���pQf✓D,e',0N;•..&'.
(Ti ADT (2012) = 120 Tel.[phone] www.w,p—p6.cvm Zt9P
50 25 0 50 100 License N.F-0891 = = SEAL ®�4p
47
Cr
� '25 0 V = 30 MPH* LENGTH ROADWAY PROJECT 17BP.14.R.169 0.084 MI FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ; , 27876 4 ' :®� °I�
2018 STANDARD SPECIFICATIONS• '� ,..•" EE;� p� �� ®P®
m PLANS LENGTH STRUCTURE PROJECT 17BP.14.R.169 = 0.011 MI PEO,�NA^•'S::•, v
RIGHT OF WAY DATE: RONYELL THIGPEN, PE SIGNATURE: IIJJJIIIIP6"``
50 25 0 50 100 a
o TOTAL LENGTH PROJECT 17BP.14.R.169 = 0.095 MI PROJECT ENGINEER
� ' �" _ 02-02-2018 ROADWAY DESIGN '�N CARO""•.
ENGINEER -'`OQ:+1(ESS/p'�y's
PROFILE (HORIZONTAL) LETTING DATE: HOLLY CHRISTENBURY, PE .Qeo "friNv . 8l�,0p ®���
o FUNC CLASS LOCAL
��� 1 10 5 0 10 SO2UBREGIONAL TIER 02-10-2026 PROJECT DESIGN ENGINEER • SEAL - ® ��
33290 F SP R A�
°pi 2r
(°o r , *BRIDGE DESIGN
'°�yL •".�;gE�'Q`'
�° v SPEED INVESTIGATION NCDOT CONTACT: ADAM DOCKERY P P.F<<A TN'c,•'
am= PROFILE (VERTICAL)
Vl J DIVISION 14 BRIDGE PROGRAM MANAGER SIGNATURE: " "'

PROJECT REFERENCE NO. SHEET NO.
17BP.14.RJ69 IA
INDEX OF SHEETS
SHEET NUMBER SHEET
1 TITLE SHEET
lA INDEX OF SHEETS,GENERAL NOTES,AND LIST OF GENERAL NOTES: 2018 SPECIFICATIONS
STANDARD DRAWINGS
EFFECTIVE: 01-16-18
1B CONVENTIONAL SYMBOLS REVISED:
GRADING AND SURFACING OR RESURFACING AND WIDENING:
2A-1 PAVEMENT SCHEDULE,TYPICAL SECTIONS,AND
WEDGING DETAILS THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
2C-1 MODIFIED CONCRETE FLUME DETAIL SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
ARE SHOWN,THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
3B-1 MISCELLANEOUS SUMMARIES (EARTHWORK,GUARDRAIL, ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
PAVEMENT REMOVAL,& SHOULDER BERM GUTTER) PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A
3D-1 DRAINAGE SUMMARY PROPER TIE-IN. 2018 ROADWAY ENGLISH STANDARD DRAWINGS
4 PLAN AND PROFILE SHEET CLEARING: 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
TMP-1 THRU TMP-4 TRAFFIC MANAGEMENT PLANS CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY applicable to this project and by reference hereby are considered a part of these plans:
METHOD II.
PMP-1 PAVEMENT MARKING PLANS
STD.NO. TITLE
SUPERELEVATION:
EC-1 THRU EC-5 EROSION CONTROL PLANS
DIVISION 2 - EARTHWORK
RF-1 REFORESTATION PLANS ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. 200.02 Method of Clearing -Method II
NO.225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. 225.02 Guide for Grading Subgrade - Secondary and Local
X-1A CROSS-SECTION SUMMARY SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
225.04 Method of Obtaining Superelevation -Two Lane Pavement
X-1 THRU X-9 CROSS-SECTIONS SECTIONS.
S-1 THRU S-17 STRUCTURE PLANS SHOULDER CONSTRUCTION: DIVISION 3 - PIPE CULVERTS
SN STANDARD NOTE SHEET 300.01 Method of Pipe Installation
ASPHALT,EARTH,AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF 300.10 Driveway Pipe Construction
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD.NO.560.01.
GUARDRAIL: DIVISION 4 -MAJOR STRUCTURES
422.01 Bridge Approach Fills-Type I Standard Approach Fill
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. DIVISION 5 -SUBGRADE,BASES AND SHOULDERS
560.01 Method of Shoulder Construction - High Side of Superelevated Curve -Method I
SUBSURFACE PLANS:
DIVISION 8 - INCIDENTALS
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT.THE CONTRACTOR SHOULD MAKE 806.01 Concrete Right-of-Way Marker
HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. 806.02 Granite Right-of-Way Marker
862.01 Guardrail Placement
END BENTS: 862.02 Guardrail Installation
862.03 Structure Anchor Units
THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS,DETAILS, 876.02 Guide for Rip Rap at Pipe Outlets
AND CROSS-SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE
EMBANKMENT OR EXCAVATION APPROACHING A BRIDGE.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE:
Power:Blueridge Mountain EMC
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

F
CA PROJECT REFERENCE NO. SHEET NO.
STATE OFNORTH CAROLINA, DIVISION ISION OFHIGHWAYS
N8P./4R./69 B
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY Note:Not to Scale *S.U.E. = Subsurface Utility Engineering WATER:
RAILROADS:
State Line Water Manhole 0
Standard Gauge Hedge
CSXITRANSPORTATIONI Water Meter o
County Line
RR Signal Milepost MILEPOST 35 Woods Line
Township Line Water Valve
Switch I I Orchard e3 e3 e3 e3
City Line w°cx Y Water Hydrant
RR Abandoned Vineyard Vineyard
Reservation Line U/G Water Line LOS B (S.U.E*) w
Property Line RR Dismantled EXISTING STRUCTURES:
P Y U/G Water Line LOS C (S.U.E*)
Existing Iron Pin R MAJOR: U/G Water Line LOS D (S.U.E*) ,
Computed Property Corner RIGHT OF WAY & PROJECT CONTROL: Bridge,Tunnel or Box Culvert I CONC A/O Water
p p Y SecondaryHoriz and Vert Control Point 1 ON WW r Above Ground Water Line
Property Monument 0 Bridge Wing Wall, Head Wall and End Wall J l
Parcel/Sequence Number as Primary Horiz Control Point 0 MINOR: TV:
Primary Horiz and Vert Control Point , Head and End Wall / OONO NW \
Existing Fence Line TV Pedestal
Exist Permanent Easment Pin and Cap O Pipe Culvert TV Tower
Proposed Woven Wire Fence
New Permanent Easement Pin and CapFootbridge >— U/G TV Cable Hand Hole
Proposed Chain Link Fence 0 U/G TV Cable LOS B (S.U.E.*) ,
Proposed Barbed Wire Fence O Vertical Benchmark I Drainage Box: Catch Basin, DI or JB ❑CB
p U/G TV Cable LOS C (S.U.E.*) — ——
Existing Wetland Boundary e— Existing Right of Way Marker A Paved Ditch Gutter
U/G TV Cable LOS D (S.U.E.*)
Proposed Wetland Boundary a Existing Right of Way Line — Storm Sewer Manhole 0 of New RightWayU/G Fiber Optic Cable LOS B (S.U.E.*) 0
Existing Endangered Animal Boundary e Line O Storm Sewer U/G Fiber Optic Cable LOS C (S.U.E.*) ——V Fo—
Existing Endangered Plant Boundary EPB New Right of Way Line with Pin and Cap µ. A UTILITIES: U/G Fiber Optic Cable LOS D (S.U.E.*)
Existing Historic Property Boundary "Pa New Right of Way Line with R POWER:
y GAS:
Known Contamination Area: Soil -;a: s "AR:- Concrete or Granite RNV Marker ® w Existing Power Pole
New Control of Access Line with Gas Valve 0
Potential Contamination Area: Soil s Concrete C/A Marker @ ( Proposed Power Pole b
0.
Known Contamination Area: Water -:a: W :®: Gas Meter
Existing Control of Access �A, Existing Joint Use Pole
Potential Contamination Area: Water - w ? U/G Gas Line LOS B (S.U.E.*)
New Control of Access Proposed Joint Use Pole ——G——
Power Manhole
Contaminated Site: Known or Potential U/G Gas Line LOS C (S.U.E.*)
Existing Easement Line E U/G Gas Line LOS D (S.U.E.*)
BUILDINGS AND OTHER CULTURE' New Temporary Construction Easement E Power Line Tower ❑ Arc Gas
p rY Above Ground Gas Line
Gas Pump Vent or U/G Tank Cap O Power Transformer E
New Temporary Drainage Easement TDE
Sin 0 SANITARY SEWER:
g S New Permanent Drainage Easement PDE U/G Power Cable Hand Hole
Well ° H—Frame Pole 111—• Sanitary Sewer Manhole 0
New Permanent Drainage/Utility Easement DUE Sanitary Sewer o O
Small Mine %z U/G Power Line LOS B (S.U.E.*)
New Permanent Utility Easement PUE
Foundation U/G Power Line LOS C (S.U.E.*) ——P—— U/G Sanitary Sewer Line ss
New Temporary Utility Easement aa�t�_y sewer
Area Outline I I U/G Power Line LOS D (S.U.E.*) P Above Ground Sanitary Sewer
New Aerial Utility Easement AUE
Cemetery t SS Forced Main Line LOS B (S.U.E.*) FSS
TELEPHONE: SS Forced Main Line LOS C (S.U.E.*)
Building ROADS AND RELATED FEATURES. FF
School Existing Edge of Pavement—
Existing Telephone Pole • SS Forced Main Line LOS D (S.U.E.*) FF.
Church Existing Curb Proposed Telephone Pole -
Telephone Manhole 0 MISCELLANEOUS:
Dam Proposed Slope Stakes Cut C Utility Pole •
HYDROLOGY. F Telephone Pedestal 0
Proposed Slope Stakes Fill Utility Pole with Base E
Stream or Body of Water Telephone Cell Tower
Proposed Curb Ramp .C > Utility Located Object O
Hydro, Pool or Reservoir 1 U/G Telephone Cable Hand Hole Ed
Existing Metal Guardrail T T TUtility Traffic Signal Box 0
Jurisdictional Stream U/G Telephone Cable LOS B (S.U.E.*) T
is Proposed Guardrail Utility Unknown U/G Line LOS B (S.U.E.*)
Buffer Zone 1 BZ 1 U/G Telephone Cable LOS C (S.U.E.*) ——/-
Existing Cable Guiderail n n nU/G Tank;Water,Gas,Oil
Buffer Zone 2 BZ 2 U/G Telephone Cable LOS D (S.U.E.*)
Proposed Cable Guiderail n n n nUnderground Storage Tank,Approx. Loc. CpsI
Flow Arrow < U/G Telephone Conduit LOS B (S.U.E.*) TC
Equality Symbol IiiA/G Tank;Water, Gas, Oil
Disappearing Stream U/G Telephone Conduit LOS C (S.U.E.*) ———Tc—
Pavement Removal Geoenvironmental Boring
Spring a-- U/G Telephone Conduit LOS D (S.U.E.*) TB
Wetland VEGETATION: U/G Fiber Optics Cable LOS B (S.U.E.*)
o U/G Test Hole LOS A (S.U.E.*) m
Single Tree O Abandoned According to Utility Records AATUR
Proposed Lateral,Tail, Head Ditch > > > U/G Fiber Optics Cable LOS C (S.U.E.*) - ———T Fo———
` ''' Single Shrub 0 o End of Information E.O.I.
Sump U/G Fiber Optics Cable LOS D (S.U.E.*)False

r
CO
CO y?REBORQ PROJECT REFERENCE NO. SHEET NO.
BEGIN APPROACH SLAB \ r ROY MASHBURN 7BP.l4.R.169 4
CO -L- STA.12+7/.58 5' END APPROACH SLAB OWNER UNKNOWN
No, VIRGINIA MASHBURN o vim, RNV SHEET NO.
^°Ps -L- STA./3+51.50 DB 122 PG 143 +45.00 .9'''; ROADWAY DESIGN HYDRAULICS
a B••/ ti OQ, y O 50.00 -. WILLIARD L.PODLEY,SR. EXCAVATE EXISTING ABUTMENTS
ENGINEER ENGINEER
` +50.00 BEGIN TIP PROJECT /7BPJ4.R.169 +45.00 PATRICIA M.PODLEY AND APPROACH SLAB. ,
26bs 60.00 +;yQ-�QC` Sta.lQ--SQ•QQ EXIST DB 178 PG 61 TIE INTO EXISTING GROUND CURVE DATA -L- ,� """""'
AT 2:1 SLOPES.STABILIZE BANKS .......................
,N GARI"' �T71"1111'rJV
.ilipli .,�,,°y '\ (+�41') O O WITH CALSS II RIPRAP TYP PI Sta 10+26.44 PI Sta I3+65.23A ,-°'.t a!%'••,, `�`�N,CARp��.
1� '8 +78.00 ( ) c O;oFE6sIp1;..Z ::::::::::::.
P oFesslo.I�'':
°� A
\^y� CONCRETE FLUME _ /6°42'S6.8"(RT) DA = l06 09'03.2"(RT) s=,ap 9;v; 'I. �y 50.00 60.004' NI EXIST RAN I ; �_ D = 3/°49'5/.6" D = 24°22'S2.3" SEAL _ ❑ ;+/ 30' +90.00 P 33290PS REGINALD MASHBURN ( ) �"��. \ �� \� L -52.5/' L -435.38' o`: a _ '•
0' _ a /I F e-:' S
DB 263 PG 74 5 01&I• • 1+/- LAWN `2 JI/ +10.00 T 26.44' T 312.71' -,y• NGINeE Q 4,Ili'*. I LPWN - --M� OWNER UNK G`�'_ YPo 60.00 ,, •..........•\ 'iR = 180.00' R = 235.00 t N,,,°` . 5 6 ' s N w P STEVEN D.COSTEe = exist. e = 6% °"'• ^;..' * °SaN•.
BEGIN BRIDGE `!' �9 5' PC Sta.10+00.00 4, NO' Co of"""'"���
f -F _ PAMELA J.COSTE DS = exist. DS = 30 mph
�� NCR. _¢ F
-L- STA.I2+81.7/ ,v A. PS 6�2 ��9 lF F 00r..\ o Lr = 96' DOCUMENT NOT CONSIDERED FINAL
•,;• s. _ __ _ c PO*,
DB 383 PG 80
30'_JO" 03
.** \ s ��'o �:U 3 NER ON ` z° y UNLESS ALL SIGNATURES COMPLETED
CLEAR S�� BL 3 AST VINE),•D ROAI ` by �� +10.00 N-(3'062'E "�
RDWY G + - o` � tiya3� ` IST Rw 1160s
S 00 :0-01Av. 4 16,ERE";350�L-2� �_ .z 1• (+�53) I
END BRIDGE +03 '(. e .Z.N: N az953rez1 E N
-L- STA./3+39.47 5' 7 g7'1 F\ ... n,s '�,N. ' I co
Y
'`, 434 Fayetteville Street Suite 1500
PS +z• c, RI / LAWN \ >i �J � � ,'1,� ` Raleigh,NC 27601 -919.836.4040
g / ET R,W F I '.,,.die, „1,J o www.ws rou com
EXIST RAN F� I�� ,73 WOODS u 1 PATRICIA M.CHAPIN a p9 p•
SKETCH SHOWING DIMENSION OF PAVEMENT PLOWED GROUND (+7 30') 1��.. b" ROBERT J.CURTIS,JR. Z LICENSE NO.F-0891
APPROX.,REC , t� � ;s.,,6 •' • iz
AND SHOULDERS IN RELATION TO PROPOSED L_--- OF PRIV' E WATE. ,4WOOD j �."4/4 N� 'p TRACY L.CURTIS
BRIDGE WIDTH t s 2681:'' tc 01 Aec vt ;,�'L DB 394 PG 18
PCC St 10+57f.5/ /c +. .1 . \ liCD
�O +75.00 -1S , " 1, fliil
� RETAIN
IME PAVED SHOULDER -J1-7 1i,- I-TANK oc."- +7s.006,54' "' ;•`fin
L- -J ao.00 WOOD- IINALitlit , /ill N 20•16'21°E
ROY MA BURN `" =o I 46.86'
CL B RIP RAPT +10.00 1 +ud8 1 I PT Sta.14+87.89
VIRGINIA MASHBURN 3 TONS "' � 1�� I �I I �
DB 122 PG 143 10 SYFF m_a; 10.00 `\ 1 I I'^,
• T , 30.00 85.36 BM Y. ��1111, I SPECIAL LATERAL'V'DITCH
OWNER UNKNOWN EXIST RAY r.-, J STA.14+50 TO STA.14+65-L-RT15
NO• SPECIAL LATERAL'V'DITCH L (+/-30') 1 r GR I SEE DETAIL A
STA.13+75 TO STA.14+75 L-ST UNKNOWN OWNER� LLLI
±SEE DETAIL A 1615.86''E 'ER CLAY CO.GIS i, a aid I�
15.86' -
REMOVE
- ® ! RETAIN
DETAIL A N 8213376 W S272.
'',,,,00,3g'0 r . +25.00 +95.00
SPECIAL LATERAL'V'DITCH O 0 6. a y .
(Not Swi.) 6 0. P 'SYii 43.00 EXIST RAN
BARBARA MASHBURN vo�ailla'.y �� (+/-30')
Natural ��, rn SHIRLEY MASHBURN CARTER ..iimal;ja 0 _�k o^ UNKNOWN SPECIAL LATERAL'V'DITCH
Ground z./ F�o�`` slap. SHERRI MASHBURN LAVENDER Wilk W`�" \rz�O 9' STA.15+13 TO STA.15+50-L-RT
D W � +47. 3 SEE DETAIL A
•
DB 196 PG 227 EXIST RAN I$g E
S 5°38'00.0 E
Min.D= 1.0 Ft. (+/-30') RETAIN
���' BL-I BARBARA MASHBURN
FROM STA.13+75 TO STA.14+75-L-LT POT Sta.15+95.00 SHIRLEY MASHBURN CARTER K//1 DRIVEWAY TO BE USED AS TEMP.BUS
FROM STA.14+50 TO STA.14+65-L-RT SHERRI MASHBURN LAVENDER TURNAROUND DURING CONSTRUCTION
FROM STA.15+13 TO STA.15+50-L-RT DB 196 PG 227
END TIP PROJECT I7BPJ4.R.169 KX I PAVEMENT REMOVAL
-L- POT Sta.15+50.00
III
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 600 CFS _L_
DESIGN FREQUENCY = 25 YRS
DESIGN NW ELEVATION = 2298.9 FT
BASE DISCHARGE = 800 CFS
BASE FREQUENCY = 100 YRS
BASE HW ELEVATION = 2299.7 FT
OVERTOPPING DISCHARGE= 2150 CFS
OVERTOPPING FREQUENCY= >500 YRS
Friy r, ■■ ■■■ 1111111
OVERTOPPING ELEVATION = 2303.9 FT S7 �-* OU 11;;111
I'll" END BRIDGE mi
DATE OF SURVEY = 8/25/16 ••=mlo■ L STA 13+4 .��
PI= 11+50.00 I■E,.'��, 5_ ii==iii s I'•46' ��
2 1 EL = 2,3/0.20' -- - ■■--■■■ ■� ■� 1111111111
W.S.ELEVAT/ON VC = 200' .71i
� 'ca V_IG=M E i_ ��
AT DATE OF SURVEY = 2291.8 FT K = 53 ii=miii ■� PROPOSED GRADE
■■=m■■■ END GRADE
DS = 40 MPH ii=miii _ P1= 14+50.00 -L- STA /5+50.0)
1 "'.."' ii=miii � EL = 2,301.40' � = V S •4.44'
n1W ii=miii - VC = 150'
2 1 - (+_)=.,.Lr n ( J29333' ■imp■■ - K = 37
- A1 m_o DS = 35 MPH==
-
2 cr=
,, ji
-m r.•
a ���■� e3i5vma
NI•=■I•■■■■11■ s\IriYa
T ..............................
2 290 Gim . _7 BM1 ELEVATION • 2299.67 '■ommi mm -; - PS *0 i r- F N=N `{
0- N 502934 E 605121 ■���� ��' P i-oi i- ^ 1.4 I-M
ISI L.STATION.14'59;77.25:10.'RT.`..°.".°.. IIIIII.
•. J N N N CR N
BENCHTIE 5' SPIKE SET IN 34' DOUBLE TULIP POPLAR
Cr'
U. :1 ........................................ ■=��=MEN., w LU a
a BM2 ELEVATION •• 2303.96 • r�T`LO
L STTATTION 13.38.22 60500317' RT J ' V Q In
, BENCHTIE 5' SPIKE SET IN 24' TULIP POPLAR '3 4
a 2,970 ........................................ Il-.a j 1;?a Z Ha- CI 4 Z a m T
/ - . .. vs W N W II V, • 1/1 W N
N
OD 3,
ON,
OU
W 10 11 12 13 14 15

I
12+00 12+50 13+00 13+50 14+00
W.P. 1 SPAN A W.P.#2 HYDRAULIC DATA
FILL FACE (aJ END BENT 1 FILL FACE (a� END BENT 2
STA.12+81.71 -L- STA.13+39.47 -L- DESIGN DISCHARGE = 600 CFS
I
EL.2306.34 _ 1'-6" EL.2304.64 FREQUENCY OF DESIGN FLOOD = 25 YEARS
2320 TO UNCLASSIFIED DESIGN HIGH WATER ELEVATION = 2298.9
BEGIN FRONT SLOPE STRUCTURE 0100 1'-0"MIN. DRAINAGE AREA = 1.65 SQ.MI.
STA.12+74.40 -L- EXCAVATION EL.2299.7 EARTH BERM BASE DISCHARGE (0100) = 2299.7 CFS
EL.2305.60
(TYP.) (TYP.) BEGIN FRONT SLOPE BASE HIGH WATER ELEVATION
EXISTING WATER SURFACE STA. -L- OVERTOPPING FLOOD DATA
APPROACH SLAB.2310 2.933FIX. 816) OVERTOPPING DISCHARGE = 2150 CFS
EL.2304± FIX. APPROXIMATEPI STA = 11+50.00 L EL.2303± YEARS
EL = 2,310.20' -- EXISTING GROUND
� � _ OVERTOPPING FLOOD ELEVATION = 2303.9 OVERTOPPING WOULD OCCUR O STA.I4+OS L- 6.9622%2300 GRADE DATA -L- EL.2303.80 •iortir�!�pLOW CHORD f��j + 4EL 0[SUBSTRUCTURE
( .2299± EL.2301.32 EPI L STA 2,301 qp 50.00 L
1' 0"MIN. !... �� � 1'-0"MIN. VC = 150'
BOTTOM of CAP 1• : GRADE DATA -L-
EL.2300.80 (LEFT) �� �� BOTTOM OF CAP
2290 HORIZONTAL CURVE DATA
EL.2298.58 (RIGHT) EL.2294± EL.2299.27 (LEFT)
EL.2297.06 (RIGHT) PI STA.13+65.23 L
RIP RAP CLASS II EL.2291± A = 106°-09'-03.2"(RT)
(2'-0"THICK)(TYP.) I EL.2294± '• (NOR AL SLOPE
O BENT)
EXCAVATE TO L = 435.38' 52.3"
HP 12x53 STEEL PILES EL.2294.0 (TYP.) T = 312.71'
(TYP.) GRADE TO DRAIN R = 235.00'
(TYPJ UNCLASSIFIED STRUCTURE EXCAVATION
END BENT 1 END BENT 2
SECTION ALONG -L-
(SECTION TAKEN AT RIGHT ANGLES TO END BENTS)
o ✓`r
\ BRIDGE I.D.
z EXISTING STRUCTURE STA.13+10.50 -L-
TOP OF EARTH BERM c.`". ��_, t tie �P
lit ,.. �. F �Pe W.P.42
# EL.2299.80 ��� -1%, -��:: 4v "V� FILL FACE C END BENT 2
W.P. 1 : P� TOP OF EARTH BERM
+. .i.. `e�• ti '� STA.13+39.47 -L-
FILL FACE a7 END BENT 1 � �i:A Z� �� e EL.2298.27
STA.12+81.71 L1. 'es.
i .,'= (0 •, I HEREBY CERTIFY THESE PLANS
• �., , BEGIN FRONT SLOPE ARE THE AS BUILT PLANS
ri v
t e;.
BEGIN FRONT SLOPE i)ari Pt"tb;�� `". `v; ` �4.•.tifu��•�. STA.13+46.26 L
STA.12+74.40 -L- r ` � '` '4+, A
�� ���>, •�,f _ END APPROACH SLAB
BEGIN APPROACH SLAB t� ,,Ni. _r �f�, �� , STA.13+51.31 -L-
m STA.12+71.73 L )411111111i1 :�a �i��. �i ���r.
a `� ��+, �,• ��' .off.
M
�. of _ (TAN.TO CURVE)
�. LONG %, \%13
: .N�,N. CHORD "a• I.. �.;t \ -L-
FH X �� t`�. ��� �i' �N 52° 56' 13„
ti3Aa �� In
\ (TAN.TO CURVE) PROJECT NO. 17BP•14•R•169
o �� ��V R�, (TAN.TO CURVE) \` i N ���• ram• ��;`� ` CLAY
- ,� ,� � 8 ,'•., _ e°g ° sR COUNTY
° 59°-58 40 ;� �', p 1,3
+ I `iA TO LONG CHORD' o�ti EN< 1
-L-
ye: (TYPJ ::>:ria•;_.` A"0 Ro STATION: 13+10.50 -L-
Vto• +`4 G '. �"
�• n �wI 6 SHEET 1 OF 4 REPLACES BRIDGE NO.99
40,000,
o '�i11i1�i1e,1 it'_ij_i.~Sf iV'i�, '� '�1- ,�,,1�,1 VIVV,I••'�O`. STATE OF NORTH CAROLINA
TOP OF EARTH BERM o TOP OF EARTH BERM DEPARTMENT OF TRANSPORTATION
3 EL.2297.58 \ \ EL.2296.06 RALEIGH
CLASS II RIP RAP NAL-
UNNLLESSALLSIGNA URESCOMPLDOCUMENT NOT CONSIDERED IET D
28'-97/6" (ARC ALONG -L-) 28'-115/8" (ARC ALONG -L-) (TYP.) GENERAL DRAWING
FOR BRIDGE ON SR 1168 OVER
57'-9/,6" TOTAL BRIDGE LENGTH PRIEL �DWLR ' VINEYARD CREEK BETWEEN
(ARC ALONG -L-) PLAHO
SR 1348 AND SR 1342
B DESIGNED BY: Z.VAN BRUNT DATE 08/2017 PLAN " NYSE USA Inc. DD 0 aOT [LOVE POW -
S DRAWN BY: M.HOBBS 08/2018 SUI E 5TTEVILLE STREET 6001N TWMC400M REVISIONS SHEET NO.
SUITE 1500
DATE : RALEIGH,NC 27601 NO. BY: DATE: NO. BY: DATE: S-1
a CHECKED BY: T.HARRIS DATE : 12/2018 TEL:[phone] 9 TOTAL
DESIGN ENGINEER PILES NOT SHOWN FOR CLARITY
OF RECORD: DATE : LICENSE NO.F-0165 SHEETS
S17NI, 4 17

BM 41 STA. 14+59.77 -L-, OFFSET 25.1' RT., ELEV.= 2299.67', BENCHTIE 5"SPIKE SET IN 34"DOUBLE TULIP POPLAR NOTES
\s ��. \ s. ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADI .
Ks.,,,,,,_ �'s_____. BRIDGE I.D.
FOR OTHER DESIGN DATA AND GENERAL NOTES,SEE SHEET SN.
\, �s\ STA.13+10.50 -L-
� FOR EROSION CONTROL MEASURES,SEE EROSION CONTROL PLANS.
EXISTING a\ \ • THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN
STRUCTURE 499 y
, SPECIFICATIONS.
W.P.41 \ \ W.P.42 . ..e„
FILL FACE END BENT 1 \. FILL FACE END BENT 2`. THE EXISTING STRUCTURE CONSISTING OF A SINGLE SPAN CZ 18'-6"WITH A CLEAR ROADWAY
STA.12+81.71 -L- �\ STA.13+39.47 -L- WIDTH OF 19'-O":TIMBER DECK WITH ASPHALT WEARING SURFACE ON TIMBER JOISTS WITH
TIMBER CAPS,TIMBER POSTS AND END BENTS AND LOCATED UPSTREAM FROM PROPOSED
SMp '''•=r..�,,;,,., STRUCTURE SHALL BE REMOVED.THE EXISTING BRIDGE IS PRESENTLY NOT POSTED FOR
T Lr ri. � ........
LOAD LIMIT.SHOULD THE STRUCTURAL INTEGRITY OF THE BRIDGE DETERIORATE DURING
C�R�(e �\ s- RE CONSTRUCTION
FOUND THE
NECESSPROPOSED
DURINGCTHEELIFEOFDTHE PROJECT LIMIT MAY BE POSTED AND MAY BE
._ REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW DEBRIS TO
V. K. r.
\ k' FALL INTO THE WATER.THE CONTRACTOR SHALL REMOVE THE BRIDGE AND SUBMIT PLANS
//� _�� =-'�`l==' �\ \\ FOR DEMOLITION IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.
INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS LEAD,
_�C� \ \ THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF THE STANDARD
-L- /// V� \\ \\ SPECIFICATIONS.ANY COSTS RESULTING FROM COMPLIANCE WITH APPLICABLE STATE OR
FEDERAL REGULATIONS PERTAINING TO HANDLING OF MATERIALS CONTAINING LEAD BASED
LONG , \ \ PAINT SHALL BE INCLUDED IN THE BID PRICE FOR "REMOVAL OF EXISTING STRUCTURE".
/ CHORD ��riYls \ \
A$ / / 0. �` V. « \ THE MATERIAL SHOWN IN THE CROSS-HATCHED AREA ON SHEET S-1 SHALL BE EXCAVATED
�1� / / 1 N. FOR A DISTANCE OF 40 FT (LEFT)AND 31 FT.(RIGHT)OF CENTERLINE ROADWAY AS DIRECTED
S�y / \ \ % BY THE ENGINEER.THIS WORK WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR
ti1', / ,-.,- ., \ .,.,.,.,.. 16. .I \ N UNCLASSIFIED STRUCTURE EXCAVATION. SEE SECTION 412 OF THE STANDARD
`P- / / \ Y \ 1 SPECIFICATIONS.
// \ 'N. ' THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE
�x 60°-00'-00"
/ I `., ((TAN TO CURVE) e0 T0 \N �\�� BEST INFORMATION AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR THE
CONVENIENCE OF THE CONTRACTOR,THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER
____ /� CIASS II O"THICK)PTYPJ m 1 a AFN 4No9�� \\\\Q\ AGAINST
INCURREDTHE
BASEDEPARTMENT
DIFFERENCES BETWEEN TON HE EXISTING BRIDGE ANY DELAYS OR SUBSTRUCNAL COST
TURE SHOWN
\ -. QO \ ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE.
/ I THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH "HEC 18 EVALUATING SCOUR
PROPOSED GUARDRAIL (TYP.AS SHOWN) /x r- 'N\ AT BRIDGES".
(ROADWAY DETAIL & PAY ITEM)(TYP.) /*
/� / -s'/ \\ ASPHALT WEARING SURFACE IS INCLUDED IN THE ROADWAY QUANTITY ON ROADWAY PLANS.
0
/ ! \ FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS.
FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS.
LOCATION SKETCH FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
FOR UTILITY INFORMATION,SEE UTILITY PLANS AND SPECIAL PROVISIONS. FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS.
THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1.
U FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION ACTIVITIES,SEE
SPECIAL PROVISIONS.
o
M TOTAL BILL OF MATERIAL
1 REMOVAL OF UNCLASSIFIED CLASS A BRIDGE REINFORCING PILE DRIVING HP 12 X 53 VERTICAL ELASTOMERIC 3'-0"X 1'-9"
PILE PILE RIP RAP GEOTEXTILE ASBESTOS
EXISTING STRUCTURE EXCAVATION EXCAVATION CONCRETE APPROACH STEEL EQUIPMENT SETUP STEEL PILES CONCRETE
CLASS II FOR BEARINGS PRESTRESSED
ASSESSMENT
STRUCTURE EXCAVATION IN SOIL NOT IN SOIL SLABS FOR HP 12 x 53 BARRIER (2' 0"THICK) DRAINAGE CONCRETE
TA.13+10.50 -L- STEEL PILES RAIL CORED SLABS
LUMP SUM LUMP SUN LIN.FT. LIN.FT. CU.YDS. LUMP SUM IF No. No. LIN.FT. LIN29 LUMP SUM 1 605.00
. . TONS SQ.YDS. No.
1 LUMP SUM
SUPERSTRUCTURE LUMP SUM 0 PROJECT NO, 17BP.14.Ro169
END BENT 1 LUMP SUE 60.0 -35.0 24.1 2923 260 227 252 CLAY COUNTY
+ . END BENT 2 LUMP SUN 40.0 35.0 24.1 2923 7 7 245 220 244 STATION: 13+10 0 50 —L—
TOTAL LUMP SUM LUMP SU'I 170.0 70.0 48.2 LUMP SUM 5846 14 14 _- I 496 LUMP SUM 11 605.00 LUMP SUM
SHEET 4 OF 4
c
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
3
2 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED GENERAL DRAWING
FOR BRIDGE ON SR 1168 OVER
O'WIELMOWGA\WV VINEYARD CREEK BETWEEN
pdQaO SR 1348 AND SR 1342
N DESIGNED BY: Z.VAN BRUNT DATE : 08/2017 " 434 USA IOC. DD OO HRI T MCL 17 —
434 FASA Inc. LLE STREET 60 NI�4Gi N164O0M REVISIONS SHEET NO.
M.HOBBS . 08/2018 SUITE 1500
DRAWN BY: DATE RALEIGH,NC 27601 NO. BY: DATE: NO. BY: DATE: S-4
a CHECKED BY: T.HARRIS DATE : 12/2018 TEL:[phone] 9 TOTAL
DESIGN ENGINEER
OF RECORD: DATE LICENSE NO.F-0165 s17
ti, _ _ _ 4 17

•
u-s ill
...is a, ie.,:ei:.1.ie.,:. et„�+.� i',,,, •e...v.t}��si'��u•u':u7 i1''♦j..��
la 1,411,
0.
14.
W.P.°1 *� �i� • `�, w� W.P.°2
Vt. 0' Hwy Vo.
"•.ta �" 4v �0or. SHOULDER LINE
SHOULDER LINE ;` �.�1• .�; ie
4 A
` P S.
It ou
si.Q p ESTIMATED QUANTITIES
.� ` `IA %,..f. :�` BRIDGE Ca RIP RAP GEOTEXTILE
1 STA.13+10.50 -L- CLASS II FOR DRAINAGE
B t> Vt. vo• B (2'-0"THICK)
t qt. ‘P R° k TONS SQUARE YARDS
h tl� A •lRa•� END BENT 1 227 252 —
.r. �.�: `", END BENT 2 220 244
SHOULDER LINE 'ii%i1.it:i%u il.:EWA '" iEN.ii•♦i•-'i,'e 'A•i��'�, SHOULDER LINE
L I-.B
o g
CLASS II RIP RAP
(TYP.)
N PLAN
O
C
G
N
0
J
i
_ A4)
1'-7"MIN.BERM QRF
F NORMAL TO CAP 4
EL.2301.80 (END BENT 1,LEFT)
` EL.2299.58 (END BENT 1,RIGHT) EL.2306.80 (END BENT 1,LEFT)
$ o TOP OF WINGWALL D EL.2304.58 (END BENT 1,RIGHT)
EL.2300.27 (END BENT 2,LEFT) EL.2305.24 (END BENT 2,LEFT) 17 B P.14,R.16 9
1- ' EL.2298.06 (END BENT 2,RIGHT) -- EL.2303.02 (END BENT 2,RIGHT)
PROJECT NO.:
T— ti SLOPE 1�/2:1 CLAY COUNTY
+ 2' 0"I GROUND LINE SLOPE 2 :1
rGROUND LINE STATION: 13+10.50 -L-
a 1'-0"MIN.EARTH BERM ll
.— p (o z GEOTEXTILE
c NORMAL TO CAP H A I
C° M H STATE OF NORTH LAROLINA
GEOTEXTILE m DEPARTMENT OF TRANSPORTATION
RALEIGH
m
SECTION A-A SECTION B-B DOCUMENT NOT CONSIDERED FINAL
`o UNLESS ALL SIGNATURES COMPLETED RIP RAP DETAILS
C
O
N
PLANO
DESIGNED BY: Z.VAN BRUNT DATE 08/2017 " SUITEWS USA Ine. ®® P9 O- DOE FOR
434 FAYETTEVILLE STREET ®P(Iffi4G�MC°,40®N REVISIONS SHEET NO.
R' DRAWN BY: M.HOBBS DATE ; 08/2018 LEI 1500
�+ CHECKED BY: T.HARRIS DATE : 12/2018 RALEIGH,NC 27601 N0. BY: DATE: NO. BY: DATE: S-16
_m DESIGN ENGINEER TEL [phone]
9 SHEETS
—7 OF RECORD: _ DATE LICENSE NO.F-0165 2 4 17