1 ' ; - NCDOT · x-1 x--2 thru x--4 $-1 thnj $-25 sn u0 ... ~ 50 25 0 50 100 d ~ 10 % total length...

ffi ffi

See Sheet !·A For Tndex of St'eets

~

~ (451 ~E~RYJ.LLE

! <$> i.

( 1452

NCDOT PROJECT

~\ ~I B-5218

~II I_ A.._

"(11 I 1451

6 l// "~ 1461 1 I I I

~II l VICINITY MAP

~ ~ ~ ~

II - TO SR 1457

BEGIN NCDOT PROTECT -~ STA 10+05.00

: ..

STATE OJF NORTH DIVISION OlF

CAROLINA HIGHWAYS

FRANKLIN COUNTY LOCATION: BRIDGE #61 OVER SANDY CREEK

ON SR 1451 (LEONARD RD.)

TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURE

;\ \\II\

I "'

4

TO NC 561

~Numb..-

1-8 2 Thru 2-8 3

4

EC--1 Thru EC--3

X-1 X--2 Thru X--4 $-1 ThnJ $-25 SN U0-1 thru U0-2

END NCDOT PROTECT -~ STA.I7+50.00

~-----;;;,-.,;.;_...;,;=~-:_:]_- ~T ~-~~--

nPRDS.NO. _ ~--"-PII.OI-NO. , ~ ~ ~g__ B-5218 1 I u-1

15.11 ·j- __ ___: ___ I PE .. --

f-.-f-.-

INDEX OF SHEETS ,._, Trtl• St...t, lnchox of St.e!s

Conv.ntional Symbols Detoll for /Mthod of Pi~ lnstGikrtion & Bridge A!>prooch Fill Summo;~ry of Drainage, Summary of Guordroil,

=r~~~~"::".:~~~:::=:• not covered by ~ StGndords, Pion & Profile &o.ion Control Pions

Crou-Secfion Summory Sheet Crou-Secfio,. Strudu"' Pions Stondord Notal Utilities By Others l'loiUI

: ~ l'NpaTed /or t/N Norfk C fUra Ihpartmmt "'""6"~" ...... :;: r "' GRAPHIC SCALES DESIGN DATA PROJECT LENGTH J.~ ufT-;, ";"~~ uf /:;~ .. f.!~~/')-. HYDRAUliCS ENGINEER : ...., ~i~~~=-ILL .,.JONE~,.. hO/ ·{t_.\ ,

DIVISION OF HIGHWAYS STATE OP NOR111 CAROUNA

!: ~ ADT 2010 = 230 ENGINEERING :,"!,"!-:!,~.~~ ~~( s E ~Lt.: ~ <f> 50 25 0 50 100 ._ '"' m """'"' · 1 '""" ;

:: IIlii b I d ADT 2030 ~ 390 LENGTH ROADWAY TIP PROJECT B-5218 ~ 0.091 MILES ,.. STANDdRD SPBUnc.tTIDNS ~ m '''"' ~ ...• ;"' j ffi~ PLANS DHV ~ 50 % LENGTH STRUCTURE TIP PROJECT B-5218 ~ 0.050 MILES

4':!.:c~/ r; /'L-'1: jli '-" ~Ei: ~ 50 25 0 50 100 D ~ 10 % TOTAL LENGTH TIP PROJECT B-5218 ~ 0 ·141 MILES RIGHT OF WAY DA11l' EDWARD G. WETHERILL PE SIGNA"?,"" "' - -,":j:~ ~ ••••• b I .:arf T = % • -- - PiwJBCT ENGlNBBR ------~- .l~~~~~\ ROADWAY DESIGN ~t~::;;: ~ -- --- 1 .. ':-$~ ""'<~~: ··;, ENGINEER c~:t~

0 PROFILE (HORIZONTAL) y ~ 55 MPH ~xi'..~ i

/"; .• ,~ fi( "'<h ~-

~.: j ', ~~ "''"~ ~-, . .. ---~ . ~//..?',]J '1}: l';t ~~JJ~

~0!Z:;j lO 5 o lO 20 LETIING DATE: GREG S._fl,lRVIS. PE _ ~·~ ,.:;~ ~~ j ::~ U ~ I b I d PROJBCT DESIGN BNGlNEBR e!;;:; .!.~];:. .. -, ... i· !>I'Z+Iu WfflW •• II • TTST DUAL --- ----- ,.,,fG s !":~" m ffiro PROFILE (VERTICAL) ''"••i•P"'- P.B. I - _P.R.) J <iHfHfi SIGNAnJRE: }._ STAn' RJGHIJ'.t:Y DIJSJGN ENGINEIJR ffiffifu

Note: Not to Scale *S. U.E. = Subsurface Utility Engineering NORTH CAROUN A

OF HIGHWAYS STATE OF

lD!KVISKON

l'aOJKT HFEII!Na NO. SHfErNO

B-5218 !-8

CONVENTIONAL PLAN SHEET SYMBOLS BOUNDARIES AND PROPERIY: State line -

County line - --

Township line

City line

Reservation line--- ---- -- --

Property line

Existing Iron Pin

Property Comer --

Property Monument ---

Parcel/Sequence Number-- ---

2

Q @

Existing Fence line -- ---- '--X--'·

Proposed Woven Wire Fence - ---~---

Proposed Chain link Fence

Proposed Barbed Wire Fence-- -------Existing Wetland Boundary

Proposed Wetland Boundary

Existing Endangered Animal Boundary

Existing Endangered Plant Boundary

BUILDINGS AND OTHER CULTURE: Gas Pump Vent or UG Tank Cap --

Sign ·----- ---

Well------

Small Mine --- -----

Foundation ~----

Area Outline -·

Cemetery

Building

School ------

Church

Dam-------

HYDROLOGY: Stream or Body of Water --

Hydro, Pool or Reservoir

Jurisdictional Stream _

Buffer Zone 1

Buffer Zone 2

0

0 ' 0

' ?

~ - -::J

CJ__:__j [L----f]

6 ~

' -~

-JS-

---az>---

-- ---oz>---

Flow Arrow - - ------<

Disappearing Stream -- --->--Spring--- ----

Wetland

Proposed lateral, Tail, Head Ditch -

False Sump -- _

o·

' oc====

<1>

RAILROADS: 1=tt=t= I l=t=t Standard Gauge csx rR.wsPOFITATION

RR Signal Milepost

Switch ----

RR Abandoned

RR Dismantled

RIGHT OF WAY.· Baseline Control Point

Existing Right of Way Marker

Existing Right of Way line

Proposed Right of Way line

Proposed Right of Way line with ___ _ Iron Pin and Cap Marker

Proposed Right of Way Line with Concrete or Granite Marker

Existing Control of Access

Proposed Control of Access ---

Existing Easement line

0 Uil£P0'5T 35

Cl 9/lfJCH

• /'-,

"" \IV

"" "' \IV -

~ @ -~1

""' """ E--

Proposed Temporary Construction Easement ---•--

Proposed Temporary Drainage Easement-- --TOE-

Proposed Permanent Drainage Easement-- ---POE-

Proposed Permanent Utility Easement --- --- PUE -

Proposed Temporary Utility Easement---- ---TUE--

Proposed Permanent Easement with £ Iron Pin and Cap Marker ~

ROADS AND RELATED FEATURES.· Existing Edge of Pavement · ---

Existing Curb

Proposed Slope Stakes Cut --

Proposed Slope Stakes Fill --

rroposed Wheel Chair Ramp

Existing Metal Guardrail -----

---~---___ £_ __ _

cg:j)

Proposed Guardrail --- ______I____T-~~-

Existing Coble Guiderail

Proposed Cable Guideraii-

Equality Symbol

Pavement Removal

f/EGETATION: Single Tree ---

Single Shrub -

Hedge--

Woods line

Orchard--

Vineyard-

________o_____ [ - ____n__

______ll________jl- _ _L_

~ Kx:XX>OI

0 0

,--n--, ,--<>--, /~."__.--._Lf.'-1

0 0 0 0

--r v•~•yarG

EXISTING STRUCTURES: MAJOR:

Bridge, Tunnel or Box Culvert - coNe

Bridge Wing Wall, Head Wall and End Wall - ) coNe ww (

MINOR:

Head and End Wall

Pipe Culvert

/CONe H~' "'-..

Footbridge - ---- ---- >---------<

Drainage Box: Catch Basin, 01 or JB ---

Paved Ditch GuHer ---

Storm Sewer Manhole

Storm Sewer

UTILinES.· POWER:

Existing Power Pole ---------

Proposed Power Pole ----

Existing Joint Use Pole-- -

Proposed Joint Use Pole -----

Power Manhole

Power Line Tower ----

Power Transformer - · ------

UG Power Cable Hand Hole

H-Frame Pole

Recorded UG Power line ---

Designated UG Power line (S.U.E. *)

TELEPHONE:

Existing Telephone Pole --

Proposed Telephone Pole

Telephone Manhole---------

Telephone Booth

Telephone Pedestal ---

Telephone Cell Tower ----

UG Telephone Cable Hand Hole -

Recorded u-G Telephone Cable -

Designated lJ.'G Telephone Cable (S.U.E."')

Recorded l.Ki Telephone Conduit

Designated IJG Telephone Conduit (S.U.E."'}

Recorded u-G Fiber Optics Coble -

Designated UG Fiber Optics Cable (S.U.E.*}-

ncB

®

• 6 _._

--6--®

CX1

8

"" ______.

... --o--

(i)

[j_

m A f.i1

WATER:

Water Manhole ------

Water Meter ~ ----- ----

Water Valve ---

Water Hydrant ---

Recorded IJG Water Line ----

Designated IJG Water Line (S.U.E."'}----

Above Ground Water line ----

TV:

1V Satellite Dish

TV Pedestal

1V Tower

l.IG TV Cable Hand Hole --

Recorded 00 1V Cable

Designated l.IG TV Cable (S.U.E.')-

Recorded IJG Fiber Optic Cable -

Designated IJG Fiber Optic Cable (S.U.E."'}

GAS:

Gas Valve

Gas Meter

Recorded UG Gas line ---

Designated 00 Gas line {S.U.E. *)1---

Above Ground Gas line -

SANITARY SEWER:

@

0

0

¢

AIG lioter

"' lEI

® E>l

___ ,., ___ _

0

9

AI~ Gas

Sanitary Sewer Manhole ---- ®

Sanrtary Sewer Cleanout ®

UG Sanitary Sewer line --->'-

Above Ground Sanitary Sewer AI~ sa~ltary sewer

Recorded SS Forced Main line----

Designated SS Forced Main line (S.U.E."') - - _,,_---

MISCELLANEOUS:

Utility Pole -

Utility Pole with Base

Utility located Object

Utility Traffic Signal Box ---

Utility Unknown u-G line

u-G Tank; Water, Gas, Oil

AtG Tank; Water, Gas, Oil

l.IG Test Hole (S.U.E.') ---

Abandoned According to Utility Records --

End of Information ---

• D

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'!! SHOULDER BERM GUITER SUMMARY I B-5218 I 4 I ~ SHE£1' NO.

TO~~~ (No!loSdoj

.,, . '~ =~ g: 1:8 ~: "~ -T-oiL"-- Claoo B Rip-lap

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FII.O.M STA 10+30 TO STA 11+81lT ~

FROM STA 15+90 TO STA 17+10 LT ~

FIIOM $TA.11+50 TO STA 12+11 RT ~

-L- POT Sta. 8+25.00

'b,.,

/ /

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C0 E.W00D FRMj~ EiALAS·

LJG '17£ P::; B% 0 "I,[LIA t. Al_;_t.f,' cr,d,

END NCDOT PROJECT -L- STA. 17+50.00 '

~~lST~IU~ IW' ;EC':;"(i·E,;6TSEP~·10•:ER TOES:,O~~ CL II RIP IW' EST. 5 SY FF EST. 40 TONS

/

TO a 2o.t.35 EST. 80 SY FF (270 TONSj ~ ?_!Y_J~(f!._

/ -~ ~ EST. 50 TONS ''.ll ~T 22: TrP.

EST. 110 SY FF

\ +50.00 -l-1" 40.00

.. -'£ "' "'

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0 ;~~~~~~i~i~~~~~~~~$~~~~~i~~~~~§~~t~+.50.00 -l-

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';:/ EX.W,-47.87 GEORCL- T[ o. BA<Ef" 4 EX. 'UoN,47 . .f5

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111'9--ld.-1&-0 ~N.C.U60& ......... MI317

- "'Ulll011 ,_, 919 851 1107

TI'INISPOFffi<T!Ofl PLNINING/DfSJIJ~ - BRIOOEISTRIJCTIJI'IE IX$/GN

CNII./Sfff Ot:SIGN • GISIGPS • COII'i'I'RIJCT/ON 08Sf.RVATION

4'·11" "' .,. 4'-11"

~--1 r: v-_ ··~ DIDIDIDIDIDIDIDIDIDID

·L· STA. 12+37.71 TO ·L· STA. 15+00.37

+:: .. ~ -l- >::'&"v' PUE PUE PUE E UO.OO -l- s~8f I: ~'-L_ E"• ~nd/0 +~iz~ --t. +66-15 -!.-

/ lJB ISG~ ~G IQj I:>: 0~ i TOE~~~ ~~CC"'~~'--------------"-C'Oc----c-cCo_c_ __________________________________________________________________________ -4 • b.Jll' 20 TONS 10' 10' 3' 8' 10' 10' 3' , 8'

EST, 45 SY FF

-------, +8UO -l.- ,J'>. __ ~_'''·' l;:m~-ol:lll~iLE~ DETAIL B 63.50 ,or."c VAA.

RIP W AT EMBANKMENT 0 TO 1.2

, __ b.;:;;-' BEGIN NC-DOT PROJECT I

.....,_. ,.,._w- ... -L- STA. 10+~00-- 0 ... , '!>··' .,_., '),··'

~"" 1.5' , [L..,OOD ':~A'H BALA:.d ~KOf

L.:"" oH.l-- 90 '~~~ '-s~,~,cS~H"o"'u"L~Dc.E"R;--;;B,E~RM;-;-cG;c.cUTT;;;E~.;;''~es"~~;_,c'7';"':,";,"'"'f, ',; M "' (BEGIN BRIDGE)

- STA 13+03 ~ LWT FOR SHOULDER BERM GUTIER ·L· STA. 10+05.00 TO ·L· STA. 10+55.00 STA. 17+00.00 STA 13+75 -t- Lt«T STATION LIMITS ·L· STA. 17~00.00 TO ·L· STA. 17+50.00

"NOTE: fULL DEPTH PAVEO SI'IOIJLOER REQ'O AT GUAROfiAIL LOCATIONS.

-!:JtWt< :t. :. ·li"!l :I'':·

:·:tr _..,.~ ~

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-·+~

f·- !.-_-_,_· .. i ~

+il' I .

• rr. ·' :: ·r .. •· ~- I ' '+' .. J. .. .:_· . j::

PI = 10+50.00 EL = 207.64' VC = BfY

STRUCTURE HYDRAULIC DATA K ~ 44 , ·:_~-----_ v = 30MPH I f • ·'·

CFS • . . ' . ~'""'"--b-'--.f-+1 DESIGN DISCHARGE DESIGN FREQUENCY

YRS . -·-- -'--t- • ·-t'- ---.--,

' DESIGN HN EL£11 AT/ON FT BAS£ DISCHARGE CFS

[;· T

n= ·-+-E t~~-I'

-

~

j<t

r=TI I ' " 3" I19.0B

S9.58 VAR. VAR

r$tr't SUIMY

2

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8~~08 l_ - I19

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825.08

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PI"" !3+35.46-~i ;.,· .. ;_.. EL "" 210.00'

1-+··· , •

vc = 160' ·'' K ~ 234 ::.~ ]j~K -~ .. V ~ 60MPH+ ' :' ' : · . - : .1: !let-;-:

1-~-.: .. 1- c'- PI~ 15+40.00 .!!' ··+_-- ·,-,'_-_- -, __ EL = 20938' • - . ' . " ' vc ~ 75'

:; 1 , K = 148 .. -:·t·:- : , V = 55MPH

- 3" / MIN. ( PAVEMENT MIN. 3" MIN.l MIN.

Detail Showing Method of Wedging

s #i:: -:Til . . i

1Tr; ~bl - -- --- --· , l'' .. -. ..

PI~ 16+75JJO 1:'. '_ 'll~>' _-_;J' !' _······ : ' I _,_.,_ I _· __ ''· :_,:·_c. 22Cj_ I 9E: r-gg,-28' :: .i. :·~ ·• :·: ... - I ·:.: : ;];ii :;;: ::

tJcJI:Ii_ K ~ 199 II '-j u " :t ,,_ c 1 11 , ir L=_''· ___ _ 1 I i • - r: v = 60MPH+ 11 1 . : . <· ".. . . I .. . . . . : .- ~ : h: .-:. ::

lWE BASE FREQUENCY

! • BASE 1M £LEV AT/ON OIERTOPP!NG DISCHARGE

t:--c-J-'-::-1 OVERTOPPING FREQUENCY ----1"""f'=J OVERTOPPING ELEV AT/ON

9300 25 203.4 13200 100 205.4 19000 +/-500 207.7

YRS FT CFS YRS FT 1----+lf:L~• 5i1c 1~1i

'jtlr:r -: 1r'·'~: ·-·,-·,·, , ... ,ll-U,ir··'- 2Hl_ .. ,,, .,,_ •.. -•. -:::lt.+ >11;;1i;::t'l! .. - .,, .. -- -. r· _ ... _ -- ·--•_ '!' __ I':'_J,,,_--,_·"., 't-·-.. .... '.. .... ·;:·;-;,ftl'lc-;1.

I :IL. I :;JL : 1!; 1 :I 200

·:m NOTES: 1). OtiLY OtiE IN·STREAII CAUSEWAY WILL BE CONSTRUCTED AT A TIME.

. __120_

Jj

.AFG.APPROICH Sl AR \---=-sTA/2+26.72 ~

\ TYl'E 1-77 ... j tl END BRIDGE

STA/5+00.31 \ TYI'E ._77 1-

.

I

,_

~~ '

,. l

r~-

-

2). THE CONTRACTOR 111<\V REMOVE THE CONCRETE PILES AND SPREAD FOOTER BY ONE OF THE FOllOWING ~DOT BEST MANAGeMENT PRACTICES: • ATTEMPT TO ROCK OR SKAKE THE CONCRETE PILES AND SPREAD FOOTER

FOR REMOVAL. THIS WILL LIKELY CAUSE SOME MIOUNT Of 8HATTERIN8 • THIS MATERIAL WILL THEN BE BROKEN INTO SliAL.LER PIECES BY A HOE RAM OR EXCAVATOR BUCKET AHO REMOVED AS PRACTICAL.

• CUT THE CONCRETE PILES AMl SPREAD FOOTER FOR REMOVAL. THE REIIAININO

1' ....

DEPARTMENT OF TRANSPORTATION

TIP. NO. B-5218 I ', !I.I.J • \ :!:_ ~; i ': j ·:_ j... PORTIONS WILL THEN BE BROKEN INTO SMALLER PIECES BV A HOE RAil OR EXCAVATOR 1 _ i

! '1-1 t l J: i j ~ -i ' BUCKET ANO REMOVED AS PRACTICAL. . I FRANKLIN COUNTY ,I 1., ·;·

j;.. ~\ .... : •• 1. , ! " I '!, -1 , .. ·::,.,, 1 -~ . INEITtiERMETHOO, THECONTliACTORIIJSTAnEIIlPTTOREMOVEALLOFTHECOtiCRETE ~ sTATION 13+6904 -L-r~-71~~ 1; _ ,~ .. _77 \ ·_ :: :_. • . , .I"'· _·i ~ L I~. .... ; ·: 1::: _ _ SPREADER FOOTER. IFTHEENQINEEROETERilllNESTHATTI!ISNOTPRACTICAL,

1

= . ____ _ '. '"" Eli.D APPRQ_N;u_;.LAB\ H-' . , 1 · · 1 • ~~~iF~ r""": .. :, , . :.;.... IT WILL BE RaeovEo To DEPTH oF OtiE FOOT BELow THE NATURAL STREA111BED. 1 • REPLACES BRIDGE. 1JJ2_.Ji1

; 1

W"GIN_"'RI?:if _,_ 5Tt..l5+ti.Jf i. ' li :: 'I i I I ::1 ::-T ~· 3). AIPfiAPWILLBEINSTALLEDASTOEPROTECTIOtiiNAAEASWHERETHEFILLSLOPE I ' • --.-

__120__

~ L·ei/.1.121

57.71 .. ) 1 !·. ::(;: .:i t It -~:'~··;I EXTENOSINTOWETLANDAREAS.THISRIPRAPVUSTBEINSTALLEDIWEDIATELYAFTEA j qursDNS . S••[ET''0 · 0 : , . . , , .

1. ESTABLISHMENT OF FILL SLOPE. . . , NO ''' )~~sr, ~•'' ··------

~~~ SKETCH SHOWING BRIDGE-I'AVEMENT RELATIONSHIP l •• !, II• ! : II' i I i ; : : I :!J :tl< .c . i1r :c-:1-H' :H·'!'' T i+ ih<l . 1: !iii':. I jlj +··--+~-·~ - 11 "j''· ':!~

~: 10 11 12 13 14 15 16 17

I

s ' m

·~ " 'b

/~ TJ~~ON

1Noi .. S...Iwl

~\ I> ');,.~~ - ~------~.__r-1 ,

g: ~:g ::: --....__=-.. l}'PO col!.int<~ Cto.B ~p

FROM STA.10+30 TO STA. 11+81 LT -I.

FROM STA. 15+90 TO STA.17+10 LT -I.FROM STA. 11+50 TO STA. 12+11ll--t-

QUANTITIES: 1300 LF 70 TNS

/

>;:>

L

CONSTRUCTION SEQUENCE ACCESS AND MOBILIZATION: Sl ABILilE BARE AREAS I~MEDIAlELY WliH TEMPORARY VEGETATION A~D/OR GRAVEl_ AS CONSTRJCTION TA<ES PLACE.

~ 3. PROCEED WIT•f CONSTRLJCT:ON OF Tli[

NEW BRIDG[. ADDI-IONAL GRAVEL STABILIZATION OR SILT FENCE MAY OE REQUIRED 9FH1ND THE OLD ABUTMENTS

2. INSTALL SIL- FENCE AND SPECIAL SfDIYENT CONTROL FENCE. SILT FENCE SHALL

W~E~ THE 8LO BRIDGE IS REMOVED AND BEFOR~ -Hl NEW BRIDGE IS INSTALLED.

BE INSTALLED UP TO THE EXISTING BRIDGE ABUTMENTS TO PREVENT SEDIMEN~-LAOEN RUNOFF FROM LEAVING THE CONSTRUCTION

,,

SITE. SILT FENCE SHALL OE INSTALLED A I THE PtR1MEFR 0~=" DISTURBED AREAS. 5.

CV.SS 't' R.IP

a.MRJPRAP m:~ 1WFF \ TO n 204.35

(270 TONS)

""mmcnoN ...,~ DETAIL A

~TONS ' .,

'

~AINlENANC~ INSPECI18NS SHALL 8~ ~cRrORMEJ WEEKLv AND AFTER PERIOCS OF RAINFALL. REPAIRS SHALL BE MADE IMMEDTATELY.

ONCE Tit[ SITE IS STABILIZCJ, REMOVE ALL EROSICN CO~TROL DEVICES.

r- TVN'OI.UY CAUSEWAY Cl.ASS II R.IP RAP W(;EOT£XTILE FABRIC MIN 2' THICK (RETAIN AS PERMANENT FOR .. ~

I Place Matting for Erosion Control

on Slope as Work Allows.

1?.71'""

END NCDOT PROJECT -L- STA. 17+50.00

TOE I'IOTECTlOt SEE OfTAIL J ST. 40 TON 5T.80SYF

"'·

50' TAPE.'?

2Z 7YP.

...-&\, \:~<

10 SY FF

.~ ---- --~ ____ _, '28sl

;:;;;;;:;;

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~St.ndard~

PII.OJECT REfERENCE NO.

8 5218 MY SH~ET NO.

SHEET NO.

-.4)

Level lil-A EC Certified by: James Davis

Certification Number: 633

M9 -- M.Sollo 16-4 bloiglo,N.C.27-u..-l'<o.f-(1377

! ... , Pl91511071

! ----

T~NISPOFffATI(JN PI.N/HI//!;/[)£5/GN - fJRIXUSTRUCTIJRE DESIGN

CIVIL/SITE D£5/GN - G/5/GPS - C0115ri?Vr:TIOII OBSE:RVATIOH

The ~ roou~w.,- _,.... ..........,.. .. ap.,_- m "~ St:mc~an~ ~"-~neap Ullh-N.C.~ ----orT"~n - RaJeiCh, N.C., dakd July 18.2006 lind !he late« ren.m !hereto ... eppliaable (0 !hi. project ... d by refweDee h.-br - --.tend • """ of --1605.01 TempoNI"'' Silt Fem!e

11606.01 Spem.J Sedimeat Coatrol Fenee

('> 1630.02 SiJr Ruin Type B

1632.03 Hoek lnlel 8edimenl: Tnop TJ~Pe C 1633.02 Temporal')' Roek Silt O.edE TJ~Pe B Temporary Silt Fence

Sediment Control Stone

Erosion Control Stone, Class B

Filter F ahric

~" Hard ware Cloth

5 TN .,, 800 SY ----- -=-*--~--~ ::~-:__~2~ F----..::-=--~/------ REQUIREPRIORAPPROVALBYENGINEER.

340 LF -- PIJE - '~- --::-.r PUE ,~-lJE-'_- J 1

-,-._ ,-: ~~!:~ ADDmONAL EROSION CONTROL DMCES MAY

Floating Turhidity Curtain

Rip Rap, Class II

-t-----PUE SIILliA I. ALL:_\ Ufl~ io

80 SY 22'TYP. CF06'~GE5Tr,\cr;~- ~~J>,.,_ NEED TO BE INSTALLED AS DIRECTED BY THE

e·: ! .. Y''"·'" ,._,5

o·. TOE PROWCllON / -•'"-- _ - "'r------'====='N=G=IN=E=E=R·=============='----------, 650 TN :g~~ '~ "' "' :1<

1550 SY 50'T#'Efl ! EST.ol5 SY FF '\L ~~~ai?~' \ I~ Descrjptjon I Matting for Erosion Control DETAILB

liP W AT EMBANKMENT jNottos...loj

:::::-' BEGIN NCDOT PRO ocrT

__ -~L~-~S~TA~.1~0~+~0~5~.0~0~~~~~~::~~ =:......., ,_,. ~ ENVIRONMENTALLY SENSITIVE AREA v //////1 SEE PROJECT SPECIAL PROVISIONS

lLWOr_:[) "J'\~W

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1632.03

T emporuy Silt Fence

Specia] Sediment Control Fence

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B-5218 TIP. NO.

FRANKLIN COUNTY

r!~~ -<r .Ll_i

~~~ 10 11 12 13 14 15 16 17

MATTING INSTALLATION DETAIL ----------

18" (MIN.)

BACKFILL

6" _I (MIN.)J

EXISTING jGROUND

STAPLES ON ~ 1' CENTERS

~ IN TRENCH

f'IIOJECT ltEFERENCE NO. SHEET NO.

B-5218 EC-2 mi SHEET NO.

--T 6" MIN

STAPLE C-!E=:K

------

~/---z v-------------/'

MATTING IN DITCHES

l . 0' L

-~ --. 10 -1 1

'=-~~~'==='

~

-~=~/~ (j£ - ~ ~~30 SWLE ~~-----=-;-"cc~/lc

•·• c~ /- _ -c --;--~/'~-~r- F_ . -~ = ---- /!____ -- -~ &

MATTING ON SLOPES

NOTES:

MATTING SHALL BE PLACED IN TRENCH AND BACKFILLED

-' I 1\ G R (-::\ L II 1'ilvl0

~-3' LSTAPLC::

5' X

~T X

C I A:::JRA\1 (;\ ~~)

THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION.

STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1 INCH AND NOT LESS THAN 6 INCHES IN LENGTH.

STAPLES ON 1' CENTERS IN TRENCH

:JTAt>ll CIIIICK I)A i I ERN

- -,.- --4- I ·I I

_r 411_/ STAPLE~--

C I AG:::?A'" ~-~\ \ I v. ' ' I

. \'-~/

NOT TO SCALE j

PLANTING DETAILS SEEDLING I LINER BAREROOT PLANTING DETAIL

HEALING IN

L Loe.re a beaJi.nc-in site in a lhady, well ,..._.,.._

3. BMkfiD the trench with 2 iacbet. well rotted ..wdlllt. P&.oe a 2 inch t.,a. of

well rotted .-dull at. eloping .....,'f'=c=====::===? at ooe end ol the treneh. _.

4. Place a liagle ...,_ of p!.mu ....... - ... ~ .... il/Wf/5~~~ry me root eo~~ar ;, 111 &round me1. 2 ' uJQ '"'. ' . r './> 4' · rl .· · l · l · ·

6. Repe.tt layen of piBDbl and ..wduat M D-.ry and WilleT thoroufbtr.

DffiBLE PLANTING METHOD USING THE KBC PLANTING BAR

L lmert pJaotbtl bar sa lhown and pull bandte towiWd pl.nter.

... PuB b.ndle of b.r termini plaater, lirminl soil.atboaom.

2. Remove plaudng bar and pla&le -.clliDC at oorreet depth.

5. Pu.h handle fonwrd firmioc .00 at top,

PLANTING NOTES:

PIANI1NG BAG Durin~ plmat:inC. lleedlioge lhall be kept in • moMt ..,._ bq or .ana... oootaioer to pren!nl dte root ~ from drying. lM

KBC PLANTING BAR Pluotiul bar llhall ....., • bWewitha~ ern. teeDoa, and lhaii be 12 incha Joac, 4 iadaN wide ...... 1 ineb chick at ceoter.

ROOT PRUNING AU~ lhall be ~ pruned, if__,-, 10 that DO rooh estend more dum 10 ioebe. below the root ooDar.

lllfr':

3. In.ert Plaatinl b• 2 mcbee row..~ pLmter .... .........

6 . .._ oompactjon boJe open. Willer .............

i

I'ROJECT REFERENCE NO. SHEET NO

B-5218 EC-3 mi SHEET NO.

REFORESTATION

0 TREE REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FI'. ON CENTER, RANDOM SPACING,

AVERAGING 8 FI'. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.

REFORESTATION MIXTlJRE. ITPE, SIZE. AND FURNISH SHAlL CONFORM TO THE FOLLOWING:

25% LIRIODENDRON TULIPIFERA

25% PlATANUS OCCIDENTALIS

25% FRAXINUS PENNSYLVANICA

25% BETUlA NIGRA

!

TULIP POPlAR

SYCAMORE

GREEN ASH

RIVER BIRCH

12in-18inBR

12in-18inBR

12in-18inBR

12in-18inBR

,------NOT TO SCALE

I REFORESTATION DETAIL SHEET I N.C.D.O.T.- ROADSIDE ENVIRONMENTAL CNIT

L ____ _

I PROJ. REFERENCE NO. I SHEETNO.

NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT

STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS

CROSS-SECTION SUMMARY

I B-5218 I X-1

--r j •••• •• i ~ uutu ----• .[ - - -- ---- --- -_ -_- ___ -- --._ -- -- - r ----- L r ---r---- i- - J--~~~ -- - --- - ~p~x;ma:quantitlesonly. u.l: ... ;fiodexca~atlon,~rro~-t--

Station Unci. Exc. Embt

~~:;:~! t=--tu L I (cu. yd.) (cu. yd.)

11+00.00 0

Station Unci. Exc. Embt

43

_ _!E._ __ _ 216

368 excavatlon, fine grading, clearing and grubbing, and removal of existing pavement will be paid for at the lump sum price for "'Grading'".

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o i 1 . : I ' . T : /. y . : . • , , . . •• ->j. ,. II . . , . , --· COUNT ,;hr. ] __2f)Q , : . - ·: . ....-: . . ,: . . t:. . ·.. _ :_, ~ :~J:: . ·. __ :,, -::._ ~ . STATION:~£24_-=:L::_____ -------"':'~ ~ 1 : I 1

1 : J• · s .. 19 ·"2 • · 1•: ~ri i · •• 1 · sf..19 .52 ·:t f-'- r- --~-f'c..+~~ --fo-- -~"'-'-"~~-~- REPLAcEs BRIDGE. JiJ2.EL -.-.-1 ~ ' : ---- . ! .. , __ -' .. . . I ' • f--- '--+--- - l5L-+.! ...... OO. • ,-- _.,_,_ ---++,-- --- - -- T --~-- ~-- -- /' T I • -- • .:-. •• "':'r . • ~ 1<io . i . .. 't· I , · ' j ' I ' i ~ 10n ~~ - _· : - - :. ' : ~--r:---i .!

~.~ !· 1:·. • I :.....; ......:. I : I. ·I· .. . .1 ,. ' ~~ 10 10 ,;-t;~-~0 ,loT- ~ ' p -- ~~:=~'. •.. 1 ,--:l i lpt· 'I " ·---;-· p ! r~r,o ···~ I 1~-"---;k---,0 10 I~,~ 10 I

·---~-~- . i' ?i:Jb. ~

Q()

N '? ~

~

~ ~

~

~ ~ ~ ~

I~

PI = 10+50.00 EL = 207.64' vc = 80'

(-)0.3310% ~+)1.4843/. PI = 11 +65.00 EL = 209.35' vc ;::" 140' GRADE DATA

(+)1.48431. ...D_ (+)0.3B04'l.

GRADE

Cl II RIP RAP____J W/FILTER FABRIC TO EL 204.35 !+/- 270 TONSl

•

TEMPORARY CAUSEWAY CLASS II RIP RAP W/GEOTEXTILE FABRIC MIN 2'THICK CRET AIN AS PERMANENT FOR STABILITY ON BANKS AND UP TO PROPOSED PIERS ONL YlCSEE NOTESl

•2

oJ" ~ <>_,.

<:;, «:, +

PLAN

{ ST A=13+69.04 1 (;) 50',1 (;) 95',1 (;)50'&. 1 <Cl65' 39" BOX BEAM I SKEW=BO GPo209.852" :k

+o. o".s

+a o"s

PI = 13+35.46 El = 210.00' vc = 160' SCALE : 1'" = 20'

t+l0.380426 t-l0.304B%

GRADE DATA

SPAN B

PROPOSED GRADE

STA=13+69.04 1 (i) 50',1 (i) 95',1 (i) 50',& 1 (i) 65' 39"BOX BEAM SKEW=BO GP=-209.852

WORK POINT "3 STA.13+84.04

SPAN C •

SPAN D

FIX FIX I FIX

CL II RIP RAP W/FILTER FABRIC TO EL 204.35 (+/- 190 TONSl

}-.____ TBM-RR IN 18'" SWEET GUM 64.4076 RT -L- STA 14+83.78 ELEV .=200.23

PI = 15+40.00 El = 209.38' vc = 75'

H0.3048Y. f:::,. HO.B!23%

GRADE DATA

WORK POINT "5 FILL FACE lA> END BENT 2 ST A. 15+00.37 G.P. EL. 209.497

WETLAND ~elM-

PI = 16+ 75.00 EL = 208.28' vc = 100'

(-)0.8123% 6 (-)0.3107:1.

GRADE DATA

~~~-----~------------------ -- --------------------------- ----

NATURAL GROUND i

11+00

51231201 f 1:26:17 PM P:\41tXNJ/JlJ5fJ04B\SfRUCTUREVJGN\FranK/1n6 1 _GEN.dgn

DRAWN BY 1 .J C PENDERGRAFT DATE : ____1Ll.L CHECKED BY 1 J. DILWORTH DATE 1 ~

1.5:1 NORMAL 1 1 I CLASS II RIP RAP W/FIL TER FABRIC ! I I [TOYPT?P OF BERM ! 3'-0" tzl WSE (6-9-041 3'-0 ... tzl

HP 12x53 1 DRILLED PIER 193.41 DRILLED

GALVANIZED BOTTOM OF DRILLED 1

STEEL PILES BOTTOM OF DRILLED PIER = EST.L = 22' ± PIER = EL. 174.700 EL.177.900 LEFT

EL. 174.900 RIGHT

12+00 13+00 14+00

PIER

BOTTOM OF DRILLED PIER = El. 17 4.400

END BEN! 1 BENT 1 BENT 2 BENT 3

PROFILE ALONG ~ SURVEY -L-scALE : 1"- 20'

EXISTING BRIDGE •61 SPANS: 1 Cil 17.6',1 Cil 17.1',1 (i) 44.8',1 (i) 17.1', 2 (t!7.0', 1 lA> 17.1', 1 lA> 16.8', 1 (i) 17.6' TOTAL LENGTH = 182.12' CLEAR RDWY = 18.4' BRIDGE MATERIAL: SPAN STEEL I-BEAMS OVER CREEK REINFORCED CONCRETE DECK ON STEEL I BEAMS & TIMBER JOISTS. END BENTS & BENT 1 & 4 THRU 8 TIMBER CAP ON TIMBER PILES. BENT 2 & 3 REINFORCED CONCRETE CAP & COLUMNS. EXISTING BRIDGE TO BE REMOVED

/ I HP 12x53 GALVANIZED STEEL PILES EST. L = 22' ±

15+00

END BENT 2 16+00

559 Jones Fn:mldin Rd. Su~e 164 Raleigh, N.C. 27606 Bus 919 851 B077 Fox 919 B51 8107 LICENSE NO F-0377

TRANSPORTRION Pl..JI/IINING/DES/GN - BRIOOE.IST'RtJCT"URE DESIGN

CNIUSff£ DESIGN - GIS/GPS - CONSTRUCTION OBSEFWRION

rr+oo WBS NO. 42815.1.1

FRANKLIN COUNTY STATION· 13+69.04 REPLACES BRIDGE N0.6!

STATE OF NORTH C.I.IIOI.IN.\

DEPARTMENT OF TRANSPORTATION ~'~

GENERAL DRAWING BRIDGE "61 ON SR 1451

OVER SANDY CREEK

I "~ y .L::O.LUN:::O II SHEET NO.

.. D:I 9Yo I DATE> jNOJ BY1 j D.I.TEo S-1

Wits 25

~ i:i 5

t ! " ~~

~~ ~~ -t:J ~~

NOTES 1. FOR DRILLED.PIERS,SEE SPECIAL PROVISIONS. 15. THE EXISTING BRIDGE SHALL BE REMOVED BY

2. DRILLED PIERS AT INTERIOR BENT N0.1,2,AND 3 SAWING AND/OR NON SHATTERING METHODS SUCH THAT DEBRIS WILL NOT FALL ARE DESIGNED FOR AN APPLIED LOAD OF 500 TONS

PER PIER. CHECK FIELD CONDITIONS FOR THE INTO THE WATER.

REQUIRED END BEARING OF 80 TSF. 16. THIS BRIDGE HAS BEEN DESIGNED BY THE STRENGTH DESIGN METHOD AS SPECIFIED IN AASHTO STANDARD

3. INSTALL DRILLED PIERS AT INTERIOR BENT N0.1 SPECIFICATIONS, THAT EXTEND TO AN ELEVATION NO HIGHER THAN 174.7 FEET. SATISFY THE REQUIRED END BEARING 17. ASSUMED LIVE LOAD = HS 20 OR ALTERNATE LOADING, CAPACITY AND HAVE A MINIMUM PENETRATION EXCEPT THAT THE BOX BEAM UNITS HAVE BEEN OF 5.0 FEET, LEFT AND 5.2 FEET, RIGHT INTO ROCK DESIGNED FOR HS25.

AS DEFINED BY THE DRILLED PIER SPECIAL 18. FOR CRANE SAFETY, SEE SPECIAL PROVISIONS. PROVISIONS. 19. FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.

4. INSTALL DRILLED PIERS AT INTERIOR BENT N0.2 20. FOR SUBMITTAL OF WORKING DRAWINGS, SEE THAT EXTEND TO AN ELEVATION NO HIGHER THAN SPECIAL PROVISIONS. 177.9 FEET, LEFT AND 174.9 FEET, RIGHT. SATISFY THE REQUIRED END BEARING CAPACITY AND HAVE 21. FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS. A MINIMUM PENETRATION OF 6.1 FEET, LEFT AND 22. FOR OTHER DESIGN DATA AND GENERAL NOTES, 6.8 FEET, RIGHT INTO ROCK AS DEFINED BY THE SEE SHEET SN. DRILLED PIER SPECIAL PROVISIONS. 23. FOR CURING CONCRETE, SEE SPECIAL PROVISIONS.

5. INSTALL DRILLED PIERS AT INTERIOR BENT N0.3 24. FOR CONSTRUCTION, MAINTENANCE AND REMOVAL OF TEMPORARY THAT EXTEND TO AN ELEVATION NO HIGHER THAN ACCESS AT STATION 13+69.04, SEE SPECIAL PROVISIONS. 174.4 FEET. SATISFY THE REQUIRED END BEARING CAPACITY AND HAVE A MINIMUM PENETRATION 25. FOR EROSION CONTROL MEASURES, SEE OF 5.5 FEET, LEFT AND 5.0 FEET, RIGHT INTO ROCK EROSION CONTROL PLANS. AS DEFINED BY THE DRILLED PIER SPECIAL 26. FOR PRESTRESSED CONCRETE MEMBERS, SEE PROVISIONS. SPECIAL PROVISIONS.

6. THE SCOUR CRITICAL ELEVATION (SCElFOR ~DENOTES GEO-TECH BORING HOLE LOCATIONS. INTERIOR BENTS 1, 2, AND 3 IS 178.5 FEET. THE SCOUR CRITICAL ELEVATIONS ARE FOR USED TO MONITOR POSSIBLE SCOUR PROBLEMS DURING THE LIFE OF STRUCTURE.

7. CSL TUBES ARE REQUIRED AND CSL TESTING MAY BE REQUIRED FOR DRILLED PIERS AT HYDRAULIC DATA INTERIOR BENT N0.1,2,AND 3. THE DEPARTMENT WILL DETERMINE WHICH PIERS WILL BE CSL DESIGN DISCHARGE = 9,300 CFS TESTED. FOR CROSSHOLE SONIC LOGGING, FREQUENCY OF DESIGN FLOOD ~ 25 YR. SEE SPECIAL PROVISIONS. DESIGN HIGH WATER ELEVATION = 203.4

8. SID INSPECTIONS MAY BE REQUIRED FOR DRILLED DRAINAGE AREA = 99.5 sa. MI. PIERS AT INTERIOR BENT NO. 1, 2, AND 3. THE BASIC DISCHARGE CQ100l =13,200 CFS ENGINEER WILL DETERMINE THE NEED FOR SID INSPECTIONS IF CLEANLINESS OF THE SHAFT IS BASIC HIGH WATER ELEVATION =205.37 IN QUESTION.

OVERTOPPING FLOOD DATA 9. FOR PILES, SEE SPECIAL PROVISIONS. 10. THE ALLOWABLE BEARING CAPACITY FOR PILES AT OVERTOPPING DISCHARGE :19,000 CFS

END BENTS 1 AND 2 IS 60 TONS PER PILE. FREQUENCY OF OVERTOPPING FLOOD = ±500 YR. 11. TESTING PILES WITH THE PILE DRIVING ANALYZER OVERTOPPING FLOOD ELEVATION = 207.73

(PDAJDURING DRIVING MAY BE REQUIRED. THE ENGINEER WILL DETERMINE THE NEED FOR PDA TESTING. FOR PILE DRIVING ANAL YlER, SEE SPECIAL PROVISIONS.

12. STEEL H-PILE POINTS ARE REQUIRED FOR H-PILES AT BOTH END BENT NO.1 AND 2.

13. THE QUANTITY OF RIP RAP TO BE PAID FOR WILL BE THE ACTUAL NUMBER OF TONS OF EACH CLASS OF RIP RAP WHICH HAS BEEN INCORPORATED INTO THE COMPLETED AND ACCEPTED WORK. THE RIP RAP WILL BE MEASURED BY BEING WEIGHED IN TRUCKS CERTIFIED WEIGHING DEVICES. THE QUANTITY OF RIP RAP WILL BE PAID FOR AT THE CONTRACT UNIT PRICE PER TON ..

PLAIN RIP RAP CLASS II (2'-0"THICKl WITH FILTER FABRIC END BENT NO. 1 = 270 TONS W/330 SY FILTER FABRIC END BENT NO.2 = 190 TONS W/230 SY FILTER FABRIC

TOTAL = 460 TONS

RETAIN THE PLAIN RIP RAP CLASS II PERMANENT WORK PAD FOR STABILITY ONLY ON BANKS AND UP TO PROPOSED BENTS AS FOLLOWS: WEST BANK =50 TONS W/ 70 SY FILTER FABRIC EAST BANK = 40 TONS WI 50 SY FILTER FABRIC

TOTAL = 90 TONS PLAIN RIP RAP CLASS II TEMPORARY ACCESS <WORK PADl TOTAL = 560 TONS WILL BE REMOVED ONCE WORK PAD IS NO LONGER NEEDED.

14. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH FHWA'S TECHNICAL ADVISORY T5140.20 CSCOUR AT BRIDGESJ.

DRAWN BY 1 1JoC E:E~DE.BGBAEI DATE • ~L CHECKED BY 1 J.A. Oil WORTH DATE 1 4/11

REMOVAL OF 3'-0"DIA. EXISTING DRILLED STRUCTURE PIERS

IN SOIL LUMP SUM LIN. FT.

SUPERSTRUCTURE END BENT NO. 1 BENT NO.1 30.4 BENT N0.2 28.3 BENT NO.3 34.7 END BENT N0.2 TOTAL LUMP SUM 93.4

BRIDGE REINFORCING APPROACH STEEL

SLABS

LUMP SUM LBS. SUPERSTRUCTURE LUMP SUM END BENT NO. 1 3005 BENT NO.1 6940 BENT NO.2 6767

BENT N0.3 6794

END BENT NO. 2 3005 TOTAL LUMP SUM 26511

ELASTOMERIC 3'-0"x 3'-3" BEARINGS PRESTRESSED

CONCRETE BOX BEAM

LUMP SUM NO. LIN.FT SUPERSTRUCTURE LUMP SUM 44 2860.00 END BENT NO. 1 BENT NO.1 BENT N0.2 BENT NO.3 END BENT N0.2 TOTAL LUMP SUM 44 2860.00

TOTAL BILL OF MATERIAL 3'-0""0IA. PERMANENT SID CROSSHOLE UNCLASSIFIED CLASS A PDA DRILLED STEEL CASING PDA

INSPECTION SONIC STRUCTURE CONCRETE TESTING ASSISTANCE PIERS FOR 3'-0.., DIA. LOGGING EXCAVATION NOT IN SOIL DRILLED PIER LIN. FT. LIN. FT. EACH EACH LUMP SUM CU. YDS. EACH EACH

16.9 10.2 27.7 1 1 23.7 12.9 29.0 1 1 22.6 10.5 28.0 1 1 22.6

16.9 33.6 84.7 3 3 LUMP SUM 102.7 1 1

SPIRAL HP 12x53 STEEL PILE CONCRETE RIP RAP FILTER RIP RAP FILTER COLUMN GALVANIZED POINTS BARRIIER CLASS II FABRIC CLASS II FABRIC

REINFORCING STEEL PILES RAIL (2'-0" THICKl FOR CCREEK BANKSl I FOR STEEL DRAINAGE CAUSEWAY) LBS. NO. LIN. FT. EACH LIN. FT. TONS sa. YDS. TONS SQ. YOS.

520.00 B 180.00 8 270 330

1001 941

1008 8 180.00 8 190 230

2950 16 360.00 16 520.00 460 560 90 7BO

CONSTRUCTION MAINTENANCE AND REMOVAL OF TEMPORARY

ACCESS AT STATION 13+69.04

LUMP SUM

LUMP SUM

""" ~.~. ~~YM~< ~····~··~

[SEAL\)

~'- 22072 ~ X~,<:

- ~13--11

WBS NO. 42815.1.1 FRANKLIN COUNTY

STATION· 13+69.04

REPLACES BRIDGE NO. 61

STA"fE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION RALEI!lH

BRIDGE "61 ON SR 1~51 559 Jones Frnn~lin Rd. Suite 164

Raleigh. N.C. 27606 OVER SANOY CREEK ~ILL Bus: 919 851 8077 Fax: 919 851 8107 ENGINEERING LICENSE NO. F-0377

REVISIONS SHEET NO. TRNISPORT"ATION PLANNING/DESIGN - BRIOOE/STRUCrURE DESIGN .. "• "'" ~ '" I

DATE> s~2

C/t/IUSffE DESJGN GIS/GPS CONSTRUCTION OBSERVATION 111 W& 25

t i jj

! ~ ~~

33'-0 ... (0UT TO OUTl

1'-7"' 29'-10 ... (CLEAR ROADWAYl 1'-7.

1''' L 1'-6"' 14'-11 ... -L·-j 0

0

0 ..

14'-11 ... u .. «m c

I J'-6'.1 ,.

~~ ~ c "-z

Zz z OCloC( oC( ~

V>H Coo H« "''" CONCRETE BARRIER RAIL S m

FOR REINFORCING STEEL SF9.5A ASPHALT IN BARRIER RAIL WEARING SURFACE SEE SHEET 6 OF 6 (TYP.l CSEE ROADWAY PLANSl

B;B;B;~ ~~ ~ ~ :;e :;e ::1 LLJ

as a m . . . ~ ~~~ n~ 'N C3 r-CONST.JT. ** ·~ 1 (TYP.l

GRADE POINT 0.025 FT /FT

** *"' I ~.., /_ ~~

. 'I ;.,

3'-0 ... (TYP.l

~.6" 0 H.S. TRANSVERSE POST

1uTENSIONING STRANDS

IN 2;t 2 ... 121 HOLES

16'-6"'

''-- ~ r 010100 ' .

~

' ;.,

\__SHEAR KEYS TO BE FILLED WITH GROUT AFTER ALL ERECTION WORK HAS BEEN COMPLETED AND AFTER FINAL TENSIONING OF TRANSVERSE STRANDS. (SEE SPECIAL PROVISION FOR GROUT)

16'-6 ...

11- 3'-0 ... x 3'-3 .. PRESTRESSED BOX BEAM UNITS = 33'-0 ...

INTmklDtfflW:f'AtHTRAGM HALF SECTION

THROUGH VOIDS

TYPICAL SECTION *THE MINIMUM HEIGHT OF THE BARRIER RAIL IS SHOWN.,. THE HEIGHT OF THE BARRIER RAIL VARIES WHILE THE TOP OF BARRIER RAIL FOLLOWS THE ~ROFILE OF THE GUTTERLINE. **BASED ON PREDICTED FINAL CAMBER AND THEORETICAL GRADE LINE ELEVA liONS.

ASPHALT WEARING~ SURFACE \

FIXED END

liri\I,"EXP. JOINT MAT'L

\ ___________________ _}-----. 9, ~ ~ f---~--BOX BEAM

APPROACH SLAB" 11 " I ~ I VOID SEE "BRIDGE_/~' ------ ~~~ ! SHEET FOR OET AILS JOIN : i L 2V2" 121 DOWEL HOLES

2 LAYERS OF 30 LB. I GROUT- I I (SEE NOTE}S ROOFING FELT TO I : I

PREVENT BOND ! i ! ~ 2 ... 0 BACKER ROO :I L:;' -- --

' I ,....., ~ I II 1"1

i ------, ~ ~ ELASTOMERIC 1 j 0 BEARING PAD i i ~'

' I -q;_ BEARING I --.f--..L.l & •a DOWELS 1 ....-------- !

I -\"SEE "EN-~--~E-:~--~1

SHEETS FOR DETAILS

SECTION AT END BENT

FIXED END

lV2"'JT.

FIXED END

lrq;_ JT. AT BENT

r ASPHALT ASPHALT WEARING WEARING SURFACE SURFACE

voroJ

' ------, I r------ BOX BEAM ' ' ' ' ' ' ' ' ' ' VOID ' ' I GROUT 2V_2" 121 DOWEL HOLES I (SEE NOTE}S ' ' ' ' I I ~

______ J L7 -- --- ' ~------~=o~~--~--~~--~---t'l • N ELASTOMERIC 0 BEARING PAD .;_..

2 ... 121 BACKER ROD ~ 1 ELASTOMERIC ~ BEARING I BEARING PAD

& •a DOWELS --~~;;~-~-:~~~-~--~~;~~S FOR DETAILS

SECTION AT BENT

~~ -NOTE: {OF DOWELS SHALL MATCH ~OF DOWEL HOLES IN BOX BEAM UNITS.

NOTES ASSUMED LIVE LOAD= HS20 OR ALTERNATE LOADING, EXCEPT THAT THE

BEAMS HAVE BEEN DESIGNED FOR HS25.

ALL PRESTRESSING STRANDS SHALL BE 7-WIRE LOW RELAXATION GRADE 270 STRANDS AND SHALL CONFORM TO AASHTO M203 EXCEPT FOR SAMPLING REQUIREMENTS WHICH SHALL BE IN ACCORDANCE WITH THE STANDARD SPEC! FICA TIONS.

All REINFORCING STEEL CAST WITH THE BOX BEAM SECTIONS SHALL BE GRADE 60 AND SHALL BE INCLUDED IN THE UNIT PRICE BID FOR PRESTRESSED CONCRETE BOX BEAMS.

RECESSES FOR TRANSVERSE STRANDS SHALL BE GROUTED AFTER THE TENSIONING OF THE STRANDS .

THE 2V2 .. 0' DOWEL HOLES AT FIXED ENOS OF BOX BEAM SECTIONS SHALL BE FILLED WITH GROUT. THE 2 .. .0' BACKER ROD SHALL CONFORM TO THE REQUIREMENTS OF TYPE M BOND BREAKER. SEE SECTION 1028 OF THE STANDARD SPECIFICATIONS.

THE TRANSFER OF LOAD FROM THE ANCHORAGES TO THE BOX BEAM UNIT SHALL BE DONE WHEN THE CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 PSI FOR SPANS A, C &. D AND 5600 PSI FOR SPAN B . ALL REINFORCING STEEL IN BARRIER RAILS SHALL BE EPOXY COATED.

PRESTRESSING STRANDS SHALL BE CUT FLUSH WITH THE BOX BEAM UNIT ENDS. APPLY EPOXY PROTECTIVE COATING TO BOX BEAM UNIT ENDS. VERTICAL GROOVED CONTRACTION JOINTS,V2 .. IN DEPTH. SHALL BE TOOLED IN ALL EXPOSED FACES OF THE BARRIER RAIL AND IN ACCORDANCE WITH ARTICLE 825-lOCBl OF THE STANDARD SPECIFICATIONS. A VERTICAL CONTRACTION JOINT SHALL BE LOCATED AT EACH THIRD POINT BETWEEN BARRIER RAIL EXPANSION JOINTS. ONLY ONE CONTRACTION JOINT IS REQUIRED AT MIDPOINT OF BARRIER RAIL SEGMENTS LESS THAN 20 FEET IN LENGTH AND NO CONTRACTION JOINTS ARE REQUIRED FOR THOSE SEGMENTS LESS THAN 10 FEET IN LENGTH.

THE LOCATION OF THE VOID DRAINS MAY BE SHIFTED SLIGHTLY WHERE NECESSARY TO CLEAR PRESTRESSING STRANDS OR TRANSVERSE REINFORCING STEEL.

THE MINIMUN HEIGHT OF THE BARRIER RAIL IS SHOWN. THE HEIGHT OF THE BARRIER RAIL VARIES WHILE THE TOP OF THE RAIL FOLLOWS THE PROFILE OF THE GUTTERLINE.

ALL MATERIAL AND WORKMANSHIP SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES OF THE NC DEPARTMENT OF TRANSPORTATION DATED JULY 2006 AND WITH THE SPECIAL PROVISIONS.

UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON STRUCTURE SHALL BECHAMFERED r~~

FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.

FOR PRESTRESSED CONCRETE MEMBERS, SEE SPECIAL PROVISIONS.

559 Jone~ Fronklin Rd. Suite 164 Ralnil)h, N.C. 27606

Bus 919 851 8077 Fax: 919 851 8107 LICENSE NQ_ f---{)377

WBS NO. FRANKLIN COUNTY

STATION· 13+69.04

REPLACES BRIDGE N0.6! SHEET 1 OF 10

STAT£ Of NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION RALUGH

STANDARD 3'-0" X 3'-3"

PRESTRESSED CONCRETE BOX BEAM UNIT

~:: ASSEt.IBLEO BY 1 JCP DATE 1 ~-201 REVISIONS SHEET NO.

8 ~ CHECKED BY : JAD DATE , 3-2011 TRANSPORTATION PUNNING/DESIGN - BRIDGE/STRUCTURE DESIGN NO BY• pm, j 10j B'l'o DATU S-3

;~ DRAWN BY, TLA 5/05 ~~eED511J6~05R TLA/Gt.l CIVIUSITE DESIGN- GISIGPS- CONSTRUCTION OBSEN!VfON l'iJ Wits a: ~ CHECKED BY : GM 6/05 I' . 25

t l !5 ~~ " .,

51'-2~.-IW.P. •1 TO W.P. •2J

a·-o· - '- 17'-0" 17'-0"'

T 25'-1%" -r 24'-IOW

1 1 1 66 - •s ss & •s s6 ro 9"CTS. IN BARRIER RAIL

!EXTERIOR SLABS ONL YJ _2:._._

"\1! "EXP. JT. MAT'L~ II IN ~ARRIER RAIL ITYP.J '\. ~ ~I !I E.IXEil

=!-' ,, ' It I i '{II i 1 l I

- \ \ \ GUTTER LINE :J

I I I I

I

I I I I I

. ' .

0

~~ 'r 1 ~2 - 0.6"0 H S. TRANSV~RSE ~ I \ IN5~yif'~S~8~t~GIT~~~N I

' ;, ~

" . 0

~ 0

I I I I I I I I . I

1w.P. •2 -L-

W.P.•l\

l (5 "! f------ ~:-·-r·-·-----\-------:-----·-·-·-·-·-·-·-·-·-·-·-·-1--------·-·-·-·-·-·-·-·-·------------\------·-·-·---·~: ,_ ____ T ______ L "' ~ N

z 0 H ,_ u w ~

::: . ' ~

~I"' ' ' ;... ;...

~~~~~~~·I·~~~~~~~~~~~~~~~~~~~~~~~~a~·o·-no· '< 1\1! • JT • \ 80"-00'-00"\ ''-s-•5 Bl IN B'lf BEAM ITYP.l I \ 2 • • (!YI".) \ ~~~E ~8cXAff~NJ SECTION VIEW\ \ • ..: ---1..-:.

\ ~ ~ 1 1 ~-p 2·-~~·voros 1 ~\~

~~BLB~~¥E 1~ ~· \ \ I Y • EA. B BEAM UNITJ=-" \ t.. a>•

(\·. \ _____________ X _____ -m _________ J\\ __ m __ ------------··-··-·····~-· w,·----------------\

I ::r

~ GUTTER LINE~ \ I

' ' I ' . IJ.I. ' ' ' ' 8-•5 B2 BARS IN BARRIER RAIL IN hRRIER RAIL CTYP.J BARRIER RAIL f2 BAR RUNSJ CTYP. EA. SIDE> 12 BAR RUNSJ

'\_ I '<\I!"ExP.JT.MAT'L Le-•sa2BARsrN

~ j 66 - •s ss & •s s6 oo 9 .. crs. IN BARRIER RAIL nYP. EA. SIDE> 1 (EXTERIOR SLABS ONLY)

25,_

1sh...-

24'-!0'l>"

so·-o·

PLAN OF SPAN A

a·-o· 17'-o... 17'-o ... 8'-0"'

2'-1¥r 16'-0~,. I 16'-0fs" 5'-5""6"' '-0

~

2'-2" X 2'-3'/,• VOIDS ~ BOX UNIT\ I \ CTYP. EA. BO~ BEAM UNIT)

BEAM U~~=-i ---- --- \-l~:~ ~ ~-~:~w~-~-~-~-~-~:~~:~~~~~ ~~:~-~-~l;:~:~:~:~:~:~~-~-~~~~~~~~~~~~~~~~ ~w ~ ~ ~ ~-~T~ -~----~ 21'2 0 OOWEL ~ 2 0 6" 0 H S ·' ---;-T HOLES & '< BRG. I'OST:TENSIONINGT~~~l~~RSE~ "2'1,"0 DOWEL----\ '-I

GMsp~l IN 2!/z"0 HOLES ITYP.) \ 80°-00'-00"' HOLES & ~ BRG. \ I ( y )

CTY • ~r/u;" . YP.J PLAN OF BOX BEAM UNIT

559 Jones Franklin Rd. Suite 164 Ral.,igh, N.C. 27606 Bus 919 851 8077 Fax: 919 851 8107 LICENSE NQ_ F-0377


STATION· 13+69.04

REPLACES BRIDGE N0.6! HEEl 2 OF 10

STATE OF NORTlt CAA<II..lNA

DEPARTMENT OF TRANSPORTATION ~u~

SUPERSTRUCTURE PLAN OF SPAN

SPAN A

I~

- REVISIONS SHEET NO. ~ ~ TR~SPORT"AT/ON PUNNING/DESIGN - BRJCXJE/STRUCnJRE DESIJN No.j 8Yo I OAID INO 8Yo I OATEI S-4

; :;) DRAWN BY 1 .J C. PENDERGRAFT DATE 1 ____3L!Lj CNIUSffE DESIGN GIS/GPS CONSTRfJCTION OBSENATION I lal I J~ it~ CHECKED BY : J.A. DILWORTH DATE 1 4/11 _j 25

. 0

-' ~ ~

" .

95'-1)1'6"(W.P. •2 TO W.P. •3)

19'-9" 8'-0"'

17'-41-l" I w ;;> "'1.;~, .1.1• ~MI'\1'\.u:.l'\ 1'\M.u.. !' -~- I -~ "-"

II:"VTI:"RTOR S! ARS ON! Yl u I I I I t--R----1 ' =

\ I I I I

1 GUTTER LINE-' 1 1 1 · 1 ~ 1X'~l2

I • 1 I '-T--9-•5 B2 IN BOX BEAM <TYP.l I I . 9~ 10 !t_ Bfi.G.

~ ! AR RUN l (3'-0" PLICEl

I "I · \ \ \ f~o~ ~o"t • .PftM sEc~roN IEW \ \ """"\ <>"f·'

'

~ g-10 "- e,RG.:..,·... \1 I MT~,T~~;r8~i~GT~m~!i"SE I I I • ti'ff'. I IN 2n .. 0 H LES <TYP.l \ \ 1

\ I I I I 1

• I I I I 1 II I i \ i \ . I W.P •• , -L-

" I I I I I • '/ ~--·-T-·-·-·---l~-·-·-·-·-·-·-·-·-·-·-·-·-·---·-·-·-·-·-·-·-·+·---·-·-·-·-·---·-·-·-·-·-·-·-·-·-·-·-·-·-·-\-·-·---·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·~·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·4·-·-·-·-·-·-·-·-· !-·-·-· ·-·-'_,._

• I I I I •

I · Aeo·-w-oo·l \ 1 \ 1 eo•-oo·-oo·

~I ~ " .. "' ~ N z W.P. 0 H >-ij ~

"

r-: ITYP.l \ \ \ 1 \ lTYP.

I~

i-1"' ' ' :... :...

'i 11f2•JT.(i) BENT 1

I :..t

\ I \

I I I I I I I I I I I I • \11-\ \ \ \ .'H; I 1 2'-2·x 2'-3' ·voros \ I -o ':!!:. \ \ !TYP. EA. BO~ BEAM UNITl ~ \ \ • ~a>,.

I . ' .... \\\ \\\ \\\ \\\ \\\ \ ..

GU_~!ER LINE=:'\

II \ L\ - --- ------ ____ _l I I --,-

" BARS IN I '-(k 'f2•ExP JT MAT'L '--8-•s B4 BARS IN BARRIER 1 "'---- 8-•s 84 BARS IN I 8-•s B3 BARS~ ~U~AS~L IN BARRiER .RAIL <TYP.l RAIL <TYP. EA. SIDEl BARRIER RAIL ~l~~Il~uRN~~L

__p;j I lh'P~'EA. SIDEl 126 - •s ss & •s S6 Cil 9·crs. IN BARRIER RAIL <TYP. EA. SIDE> <TYP. EA. SIDEl I 17'-4%" I 30'-0... <EXTERIOR SL~~~ ONLY) 30'-0"' _I_ 17'-7%"

-,-95'-0 ...

PLAN OF SPAN B

~

a·-o· 19'-9... 19'-9"" 19'-9"' 19'-9" 8'-0"

12·-w,· 5'-5!1,· l 18'-9Ya" 18'-9l'i" 1B'-9V." 18'-911" 5'-5)1,· 2·-o

':}/i _...~\/{-, 2'-2•x 2'-31/?"VOIOS !iBOX I' ~ ~?·' (TYP.EA.BOX""BEAMUNITl~ .\.1~

BEAM ~- -\t -F~~-~-~ ~w~-~ ~-~-~-~-~-~-~-~-~:~-~-~-~-~-~-~-~-~-~:\\F-~-~ ~-~-~-~-~-~-~ ~-~-~-~-~-~ ~-~-~-~-~;w~ ~-~-~~ ~~~:~-~~~~~~~ ~~~~~~Y~-~ ~w,:-~~-~~~ ~ ~~~~ ~ ~~ ~~~ ~~~~j\F~ ~~~ j-\ -r -- WBS NO. 42815.1.1

"- 2Y2"11J DOWEL tJ.) 6)1,,"* t 2- 0.6"11J H S. TRANSVERSE_.]J~ I I I[~\("" DOWEL___.l --;} HOLES & 'i BRG. '-0 (TYP.l 1 4%~." I'OST1-lfNSIONlNG STRAND \ aoo-00'-00" HOLd & 'i BRG.

~.l IN 2t2 0 HOLES <TYP.l I (IYr-.l

PLAN OF BOX BEAM UNIT

J.C. PENDERGRAFT DATE 1

DATE 1

559 Jones Fronklin Rd Svile 164 Raleigh, N.C. 27606

Bus 919 651 8077 Fo~- 919 651 8107 LICENSE NO. F--0377

TRJJiSPORTATION PUNNING/DESIGN - BRIOOE/STRUr.:nJRE DESIGN

CN/USffE DESIGN - GIS/GPS - CONST"RUCTION OBSEFWATJON


STATE OF ~H ClROLINA

DEPARTMENT OF TRANSPORTATION AALEIGI1


SPAN B

:. ~

f '!i ~~ ~!

50'-lo/l's ... <W.P. •3 TO W.P. •4l -8'-0" 17'-0" 11'-0" 8'-0"

·1 2S'-!%' _1, 24'-IO'A.' ~ I 66 - •5 55 &. •5 56 <V 9• CTS. IN BARRIER RAIL I ~

I <EXTERIOR StABS ONL Yl I

• • ElXEll I q;_ Yz'EXP. JT. MAT'L~ I I Ellf.l z ! !..L 1 IN BARRIER RAIL CTYP.l "\_

I I '\ I

I I GUTTER LINE_/ \ ~ IY&.f\ \ \ \ I I I I

• BRG· I I I 9'1° " I I I -\ <>'"·' :: . \ i i .

. 9 ;;,

~ 9.;o '1. B~ • :.- I I t_~T ~,T~N';f'g~t~G T~~~~~~RSE ---\ i> ::.. rr-<P·) 1 1 IN 2:12 0 A LES CTYP.> 1

~ \ \ \ n . ' I I I ·- \ \ \ ~~

0 W.P. •3 ' I I I 9 ;;, ,. "' i!i ~ r

LL-~ -·-·-· ~:-·-r·-·-----\-------------------------------·---·-t-·-·-·-·-·-·---·-·-·----------------t-----·-------·-. ,__2~:~~:'-uc

~ "'

',I i y ,)

' , 1, 'JT. _ ' \ B0'-00'-00'II "-6-•5 Bl IN BOX BEAM <TYPfl II II , " e"E'T 2 .. - TfVI>,I <SEE BOX BEAM SECTION V EW ~ 00 :N . .. .. .. 1 FOR LOCATION\ 1 I ... "'

~ . 3~ - I 1 2' 2•x 2' Jlf,•voros I "'

I I <TYP. EA. BOI<" BEAM UNITJ"" I . ~ •

::

·. ', \\\ ························-· .. ·.·····•··········••··••··••··•·········•·················· \\'. _············ ············~· ••• \\\ \ ·. \ GUTTER LINE_,_ \ \

j I I \ l I I \ I I ~ I I

~ ~ •.f '\__ I ~q;_ Y2'EXP JT MAT'L l a-•5 B2 BARS IN ~' ,• ..... , B-•5 82 BARS IN BARRIER RAIL IN BARRiER .RAIL <TYP.l BARRIER RAIL ..... ..... (2 BAR RUNSl <TYP. EA. SIDEl <2 BAR RUNSl

~ 66 - •S 55 & •s 56 <il g.vcrs. IN BARRIER RAIL <TYP. EA. SIDEl ~

24,_10~~ <EXTERIOR S~~BS ONLYl 25 '-l%"'

50'-0'"

PLAN OF SPAN C

8'-0... 11'-0'" 17'-0"' 8'-0"

2·-1rf s·-s,..;6... ts·-ay,.. 1

ts·-ay8 ... 5'-S;.ls ... '-0

2·-n 2'-,~·~oio't

M3x5_ ____ ~ \-~~:~:~:~:~:A-~~~:~ ~ ~:~ ~-~~-~ ~-~~-~-~-~-~·\1'~--~T;:~_;:·;~-~"~A~:~;I;,~~ ~~~-1w~:~:~-~ ~:l_~-~-?-(k 2V2• 121 DOWEL It 2 .. HOLES & <1_ BRG. POST: r~N'sfMt~G T~~~~~!jRSE--1 <1_ ,Y2• 0 DOWEL---\

6}'i6;iful IN 2Y2"' 0 HOLES <TYP.l \ 80"-00'-00... HOLES &. ~ BAG. 1

(Ty ( y .)

· ~f1 Y1s"' YP.l

PLAN OF BOX BEAM UNIT 559 Jones Fronklin Rd. Suite 164

Roleogh, N.C. 27606 Bus 919 851 8077 Fo• 919 851 8107 LICENSE NO. F--0377


STATION· 13+69.04 REPLACES BRIDGE N0.6!

SHEET 4 OF 10

STATE OF NORTH C4RCI.INA

DEPARTMENT OF TRANSPORTATION RALEIGH


SPAN C

r ~ - REVISIONS SHEET NO. S ~ TRNISPOifflfr/ON PI.ANNING/OES/GN - BR/00£/STRtX:rURE DESIGN ., "' om. ~ "' "'" S-6 ; :;:,) DRAWN BY 1 ,J C fFNQFRGBAFT DATE 1 ~~ CNIUSffE DESIGN - G/S/GPS - CONSTF«<CTION OBSEfNATfON :'1JI JNlfh it~ CHECKED BY 1 J.A. DILWORTH DATE 1 4/11 -1 25

t I ~

h ~~

• I • ~ "' .;_, ~'

. 0

' "' ~ ~· 0

l ~ 0

(3 1 ~

v> N z 0 H >--u w

"' " . ' :-;

~I"' ' ' :... ;....

66'-2%"'<W.P. •4 TO W.P. •s> la·-o· 16'-4'" 16'-4" B'-0"

I 30'-0 ... T 17'-4%-1

I I \ \

' ' -r . . . I I ~----;~~-:;='\·:-·-·r--------\·---·-=--------------------------+·-·-------------------------------T-----------------------------·----T-----------·-·.

• A I : I I t ·- . -7 i ; . '

Cl Wz'"JT.-

j

,::r

•o·-oo·-oo· \ ffi-:i·i~~n~~~f'-gi!n6~l[~E.\ \ \ FOR LOCA TIONl 1 1

I I I I I 2'-2" X 2'-3'/,• VOIDS I \ \ HYP. EA. BOX'" BEAM UNITl\ \

u \\\Huuummuuumm0 \\\ooouuu mummm uuuuum \'\\u

GUTTER LINE------.....

' ' ' ' ' I T Til ~

I 1r

I I

I I I

----------------------w

' ' ' '

\I

~ __\_

BARRIER RAIL IN BARRIER 12 • ' RAIL (2 BAR RUNS>

~:~~:L..~~ 80°-00'-00"

~

"'f.'S. ~0

" - . t~bLa~~~E 2CiJ

"----B-15 63 BARS IN 1 \}i-15 B4 BARS lt. ,_, "EXP JT MAT'L:J I La-•s B3 BARS IN BARRIER

(2 BAR RUNSl RAIL CTYP. EA. SIDEl IN BARRIER RAIL <TYP.l <TYP. EA. SIDE> ..§.:_j 1 <TYP. EA. SIDE> I BG - •s ss & •s 56 oo 9'"CTS. IN BARRIER RAIL 1 1 9"

I <EXTERIOR SLABS ONL Yl I ~ 11'-4%'" Jo•-o• 17'-7%'

65'-0 ..

PLAN OF SPAN 0

a·-o· 16'-4 .. 16'-4" 16'-4 .. 8'-0 ..

2'-IY( 5'-Sl-\6" 15'-4~· 15'-4%" 15'-4%" s•-sj1,· r-o " 2'-2"X 2'-3'!< ·voros

1TYP. EA. 80!<2

BEAM UNITJ

M~x~---' \~-~:~:~:~~::w~:~:~:~:~:~:~:~:~~~~:~:~:~:~~w-:~:~:~:~.~-~ ~-~-~-~-~-~-~-~ ~~ ~\\F~-.~·~:.~ ~ ~~~-.~-~~-~ ~-~-~·.~·1\F~~·~:~-j-'r --'I -------------- ------------------'1'-

'~ it. 21,/; .. 0 DOWEL 2 - 0.6" 0 H.S. TRANSVERSE---\ HOLd & '"BRG. ~ST-T~NSIONING STRAND I B0"-00'-00"

6 J'ts;.j I.!.- IN 2Y'2 0 HOLES <TYP .J •

<TY ~ ~f1 Yts" ·~ PLAN OF BOX BEAM UNIT 'l~ILL

~i~~~~ING

559 Jones Frnnklin Rd. Suite 164 Roleigh, N.C. 27606

Bvs 919 851 8077 Fmc: 919 851 8107 liCENSE NO. F--0377



SHEET 5 . OF 10

STATE Of' NORTll CAROLINA

DEPARTMENT OF TRANSPORTATION R.l.l.EICH


SPAN D

r 31 ... REVISIONS SHEET NO. 8 ~ TRANSPOfffATKJN PLANN/NG/0£$/GN - BR/IJGE/SfRI../crURE DESIGN ItO BYo DATE! N BY• DATE! S-7 ): :;) DRAWN BY 1 J C PFNQFRGRAFT DATE 1 ..........!Lll.l CIVIUSfT"E DESIGN - GIS/GPS CON5rRUCTION OBSERVATION l11_ ~ rt;:?; CHECKED BY 1 J.A. DILWORTH DATE 1 4/11 -1 25

~ ~ ~

I g,.

21k"CL.

4' s-•s Al '4'

6' 8" 8' 6'

ill ; UJ ;~ I . ~

~1" r-~

11' I 11 11 I V>

'" u <

I! I! I 11 "'"-< V>

~ ~

II II ~~ 11 • < '" ~"

I ill !'!, '" " mlti--i--itn

I L J 1-----;J W.:..J Lo;_ OF 2V," "J W.:..J

DOWEL HOLES

END ELEVATION SHOWING PLACEMENT OF •s &; •4 "A" BARS

AND LOCATION OF DOWEL HOLES. <INTERIOR BOX BEAM SECTION SHOWN-EXTERIOR SECTION SIMILAR EXCEPT SHEAR KEY LOCATION.

STRAND LAYOUT NOT SHOWN.l

.;. 2V2'" _j DOWEL HOLE

3'-0" 1'-0' 1'-0"'

~

~ 54 r. _j u .

cl 1-1'4 ·;

52 5

~~ ~~~, *' ~ I~ ~~M~R CTYP.l

2•cL. N

'I j[t I j ~-., ~~ ~rd ~!'-t---c z .. Sl J W:

INTERIOR BOX BEAM SECTION (STRAND LAYOUT NOT SHOWN)

4'-0% ...

2'-0"

r 7-•4 51, 52 & $3 !N 3• MIN. CTS.

3'-6'"

tll;l~;'"

9'

L-•4 51, 52 & $3

~I

3'-0 ...

L .,, ~ ! •s Bt

II I 2'-2'

'5 :jl t ~r

z·.4 Sl

-+----'- 3'" x r CHAMFER CTYP.l

2'"CL.

l: r: v---•s Bt

0.6" 0 LOW RELAXATION STRAND LAYOUT

~t •

/

2'-2'"

'

. ..;: ~ N

~ " '

. 8 ' N

j + + + ++ .. + +

1J

EXTERIOR BOX BEAM SECTION <STRAND LAYOUT NOT SHOWNl

s·J•"i<"i<"ll•++"l ?' 2"_j

TYPICAL STRAND LOCATION (10 STRANDS REQUIREDl

CINTERIOR BOX BEAM SECTION SHOWN-EXTERIOR SECTION SIMILAR EXCEPT SHEAR KEY LOCATION>

w· DEBONDING LEGEND ~------r e FULLY BONDED STRANDS

XJI ~~~

l. ·-1------r,

____l"' ··•'--;-r-' . 'j

;;:I

-Ilk SHEAR KEY DETAIL

NOTE: OMIT SHEAR KEY ON OUTSIDE FACE OF EXTERIOR BOX BEAMS.

GRADE 270 STRANDS

AREA { SQUARE INCHES l ULTIMATE STRENGTH <LBS.PER STRAND l APPLIED PRESTRESS CLBS.PER STRAND l

1 o.6., .!..b.R. 0.217

58,600

43,950

5o·-o·

28-•4 51 & 52 <il 1'-6" CTS. .11"/u;'" 3'-6'"

27-•4 54 <il 1'-6" CTS. 9'

L •s Blj

<( '\ '4 53 • 541'

I \VOIO:':, ')> l., 81

55-•4 53 (i) 9H CTS.

7-•4 51, 52 & S3 !N 3"MIN. CTS. l

2'-0"' r

•4 51,52 & $31

I

•s A!-( I I

7-•4 51, 52 & 53 !N 6" MAX. CTS. I

!k 2Y2"0 DOWEL HOLES

~~ (k BOX BEAM

L ~0"-00'-00" 7-•4 A2

6' 66-•5 55 <il 9'"CTS. IN RAIL AND BOX BEAM I

PLAN OF BOX BEAM

~[

BAR TYPES

w 2'-8'"

I I ,-,! "' !'] = ~ ~1f171 lwl~

5%'" 1'-6'"

~ vr--®-1 1'-6" I

4Y2· 4Y2"'

DO

~] w

ALL BAR DIMENSIONS ARE OUT TO OUT

BILL OF ~ATERIAL FOR ONE BOX BEA~ SECTION EXTERIOR UNIT INTERIOR UNil

BAR NUMBER SIZE TYPE LENGTH WEIGHT LENGTH WEIGH A1 10 •s 7'-2'" 75 7'-2'" 75 A2 32 •4 2 s•-7• 119 5'-7'" 119

B1 6 •5 STR 49'-B"' 311 49'-8'" 311

K1 9 •4 6 7'-2'" 43 7'-2'" 43 K2 6 •4 STR 2'-7'" 10 2'-7'" 10

51 46 •4 3 8'-6... 261 8'-6"' 261 s2 46 •4 3 5'-a· 174 5'-B'" 174 sJ n •4 3 4'-10... 236 4'-10'" 236 54 27 •4 4 5'-10... 105 5'-10'" 105

ss 66 •s s 6'-1'" 419 -- --

:I Ci G!

~G STEEL 1334 LBS. 1334 LB LBS. LBS. YDS •

lATEO REINF. STEEL 419 LBS. . CONCRETE 1 • OS. 10.2 CU. Y

1.6'" 0 L.A. STRANDS No. 10 No.

559 Jones Franklin Rd. Suite 164 Rale>gh, N.C. 27606 Bus· 919 851 8077 Fax: 919 851 8107

~ -~~-~'""


STATION· 13+69.04

REPLACES BRIDGE N0.6! c;~o~~n F. n~ tn

STATE Of' ~ CAAOLIN~

OEPART~ENT OF TRANSPORTATION RALnGH


PRESTRESSED CONCRETE BOX BEAM UNIT SPAN "A & C"

~g~E~~£~~J~~;~lHm~e~l§llffo;~~NfMig"E~~~~N~~~E~T. 0-~~T _•s_ 55 BARS. LICENSE NO_ F---0377 i~

~:: ~UH' H'l:..liii~UH'L.-.1111\J :>I I:.I:.L .1111 U.lAI"'HH'AUM:>, ;)t_t_ U.lAI"'HH'Al>M Ul:. I A.lL:>. REVISIONS Sf!EET NO.

~~ TRANSPORriiTION PLANNING/DESIGN- BRIDGE/ST"RUCroR£ DESIGN NO BVo om:. !No avo 1 D.I.TEo S-8

J c:Tn_ wn_ ~=>rRR~

::;::~ DRAWN BY: .J C, PENQFRGRAFT DATE: ___jflL_I CNIUSffE DESIGN- GIS/GPS- CONSTRUCTION OBSERVATION 1111 131 1 [{Wts a_:~ CHECKED BY , J.A. DILWORTH DATE , 4/11 -1 25

21f2•cL.

•• s-•s At •• 6" a· B" s·

if:' t ! I ! t I :.-. i f:::-

' I

~:1 11 11 "' w u

"" !!I! !ill N~

"""' ~ ~

!!I! . I II . "" '=> ~"

11 11 Ill! w (3

m ---i----1-HI

I L .J I~ w..:...J L~t_ OF 2V2" 0..\ w..:...J

DOWEL HOLES

END ELEVATION SHOWING PLACEMENT OF •s & •4 "A" BARS

AND LOCATION OF DOWEL HOLES. <INTERIOR BOX BEAM SECTION SHOWN-EXTERIOR SECTION SIMILAR EXCEPT SHEAR KEY LOCATION.

STRAND LAYOUT NOT SHOWN.)

~>-

. ~

' "'

~

_j u . ~

t

3'-0" 1'-0"

p:.

lr"4 54

i•4 537 A r·4 52

fs8i> _j u . 2'-2'"

. ->:: "' ' 0.

2:.j I 1--

1'-0"

I ~y:!f ,......

- ~

:.J ·; 8~~ I ) llr"5 82

··1·3·1l L jl3. ~d .=....! •4 51 !-=-

INTERIOR BOX BEAM SECTION <STRAND LAYOUT NOT SHOWN>

4'-o%: 1~'"

9"

~9" 7-•4 51, 52 &. 53

'3" m 6'" MAX. CTS. ~ It 21 '"'0

I J OOW~[ HOLES

I , .• Sl, 52 & 53

:.-! •cj i;;: t: \ \ \

5 I p 4 • 2J L •s B2 '

3'-0"

•s ss 0.6" 0 LOW RELAXATION STRAND LAYOUT

TL·~~ ~t=Z: •s s2 '--t--f-l-3" X 3'" CHAMFER CTYP.l

2.:. r ~ +

';'

"' I 2"CL.

2'-2'"

·s~lt ~-:.j ~ / ~·s 82

L •4 st

EXTERIOR BOX BEAM SECTION CSTRAND LAYOUT NOT SHOWN)

%" -It-=-

_)l?]i1: ,}---r :

___1~

LjJ)~ ... d .. R

->:: ~

' 2'-2" 0. ~

' 0.

"- ./ k-+ ............................ ...

... ++++++++++ + -:1 !1 SPA <i> Nl 2" CTS.

5"14"1 9 SPA. <i> 14"1 5" 2" CTS.

TYPICAL STRAND LOCATION C26 STRANDS REQUIRED)

<INTERIOR BOX BEAM SECTION SHOWN-EXTERIOR SECTION SIMILAR EXCEPT SHEAR KEY LOCATION)

DEBONDING LEGEND e FULLY BONDED STRANDS

GRADE 270 STRANDS 0.6 .. 0 L.R.

AREA ( SQUARE INCHES l 0.217 ULTIMATE STRENGTH 58,600 < LBS. PER STRAND l APPLIED PRESTRESS 43.950 ( LBS. PER STRAND l

SHEAR KEY DETAIL

95'-0"

58-•4 51 &. 52 m 1'-6" CTS.

57-•4 54 m 1'-6" CTS.


1 13A~;" 3'-6'"

9" 7-•4 Sl, 52 & 53 m 3• MIN. CTS. 1

2'-0'" I

•4 51,52 & S3J

L •s 821

~I ~~~ ,.$- \ l-"5 AI ~·4 53 & 54 ! .?

tn~ ~ \ vor~z-t;

•5 At-{

-~OX BEAM I '\ "4S3&sS

i\VOIO:,

~.t.-'1 \...._ \/ l.s821 .f I

7-•4 A2 '

V'--80'-D0'-00"

), L.s82l

~ 2y, • .,J I. 2·-o· I DOWEL HOLE ~

BAR TYPES 5%" 1'-6"

;11.~"i.._v ® WJ I 1'-6" I

2·-a· I I 101

;;:1~1~ ~

J1lli ' .

sr.· ( ov~·

. . ->:: • ~ TD '0 "'---=-;.... .J... N~ I

~ ~~~·-of~ 1n I~ ® 8

-l 12Th. .. L = 6'-1'"

('.1 14v,·l

®I] L.._J

w ALL BAR DIMENSIONS ARE OUT TO OUT

BILL OF MATERIAL FOR ONE BOX BEAM SECTION INr IGf 75

-- -- -... ·- -w- b<£ .. tr-

Kl 15 •• 6 7'-K2 10 •• STR 2'-

I Sl 76 "4 3 B'-6'" 432 8'-6'" 432 52 76 •• 3 5'-8'" 288 5'-8'" 288 53 !33 "4 3 4'-10" .,. J.. 4'-ln'" J.. 4?Q

S< 57 •4 4 5'-10'"

126 •s 5 6'-1'" 799 --~ING COAl ..I. Cl



;HFFT 7 OF 10

STArE OF ~ CAROLINA


0

-&' §

2lf2"'CL.

,. s-•s Al

6... 8" 8"' 6"'

rr: -r~=""--

11 11

Jill

Jill

11 11

lt1 ----1----l+fl

,.

. v

1

~ NO.

"""' v ~ . .. '=> ~0

w

"

GJ-z_'" OF 2Vi' ,rlJ-----;] DOWEL HOLES

END ELEVATION SHOWING PLACEMENT OF •5 & •4 "A" BARS

AND LOCATION OF DOWEL HOLES. CINTERIOR BOX BEAM SECTION SHOWN-EXTERIOR SECTION SIMILAR EXCEPT SHEAR KEY LOCATION.

STRAND LAYOUT NOT SHOWN.l

. ~

' ;.,

~

_j u . -!:!. 0.0

I

~

3'-0' 1'-0'"

~

lr·• s• ., 537 " r· 52

TI ,--\... 5 BY. •

1-

~ u . 2'-2'

. -!:!. ~

' N

1'-0"'

I ~~ ~ ~~ 3'X 3' I CHAMFER (TYP.l

' 2"Cl.

- j.2:.

•5 B~0- 1 ) 1 v--•5 B3

~~~ ~I L z J 1

3" ~ld ~ •4 51 ~

INTERIOR BOX BEAM SECTION (STRANO LAYOUT NOT SHOWNl

4'-o¥.· 113J.~·

9'

~9" 7-•4 51, 52 &. 53

1 CC) 6"MAX. CTS. 3'' It_ 2112"0

DOWEL HOLES

I :---; I I ,., Sl, 52 & 53

. ~

' ;.,

3'-0"'

-~~ti~•5B3 '"4--le+--3"'X r CHAMFER ITYP.l

2:"..

•5 B~

~r

2'-2"

t j: -L-.4 51

I 2'CL.

r v-·s B3

0.6" 0 LOW RELAXATION STRAND LAYOUT

1r 1~ I • ' ' / ~

2'-2" '? N

"iJ

0 ., N

EXTERIOR BOX BEAM SECTION 5'14"1 9 SPA.OO 1'"15'

2" CTS.

CSTRAND LAYOUT NOT SHOWN)

' -II Yo"

. '·\~J~ __l"'

LJJr~ -llk

SHEAR KEY DETAIL

TYPICAL STRAND LOCATION (14 STRANDS REOUIREDl

CINTERIOR BOX BEAM SECTION SHOWN-EXTERIOR SECTION SIMILAR EXCEPT SHEAR KEY LOCATIONl

DEBONDING LEGEND e FULLY BONDED STRANDS

GRADE 270 STRANDS

AREA ( SQUARE INCHES l ULTIMATE STRENGTH ILBS.PER STRAND l APPLIED PRE5TRtSS I LBS. PER STRAND l

0.6 ... 0 l.R.

0.217

58,600

43,950


65'-o·

38-•4 51 &. 52 <il 1'-6" CTS. .1113;1f" 3'-6 ...

37-•4 54 <il 1'-6" CTS. 9' 7-•4 51.52 & 53 <il 3"'MIN. CTS. l

2'-0'" I

•4 51. 52 & 53]

j:..£~1~ ~ :J \ \ L.5B31

·~I , L 7

L •5 B3l m~~~ (

\ )-•5 A1 £.•4 $3 &. $4 <

\ VOID] I

" I/ l.5B3"l ,f

)> ~ •< S3 & sS \ \ \\ LJ T :_--- .. --.. •••

I ~voiD •s A!-{ 11

~ 1 I \ I \ 80°-00'-00"

}. l •5 B:l_l \ \ ~~ 7-"4 A2

I I

t

BAR TYPES 3'-6"'

1,[ THIS LEG AT ~ CD TOP OF UNIT

~ 2•-a•

I I 1®1

d~l!':l ~ ~1 fl ';'

..!i:lJ

~ 1'-6"'

'lJ .,; 0 1 ,._6.

2'-8' ~ ~ 1'~~· 6'

~ J :,~@~· j

4V2· 41,12•

li~ w ALL BAR DIMENSIONS ARE OUT TO OUT

BILL OF MATERIAL FOR ONE BOX BEAM SECTION EXTERIOR UN T INTERIOR UNil

BAR NUMBER SIZE TYPE LENGTH WEIGHT LENGTH WEIGH At 10 •5 r-2~ 75 7'-2* 75 A2 38 •4 2 s·-r 142 5'-r 142

B3 12 •5 STR 33'-10" 423 33'-10" 423

K1 12 •4 6 7'-2• 57 7'-2• 57 K2 8 •4 STR 2'-7• 14 2'-7• 14

Sl 56 •4 3 8'-6... 318 8'-6* 318 s2 56 •4 3 s'-8" 212 5'-8... 212 S3 93 •4 3 4'-1o· 3oo 4'-10'" 3oo 54 37 •4 4 s•-1o· 144 5'-10" 144

f 55 86 •5 5 6'-1* 546 -- --

~EINFORCING STEEL 168! if EPOXY COATED REINF. STEEL 541 iOOO P.S.I. CONCRETE 13 n f•

}.6" 0 L.R. STRANDS No. 14 No. 14


STATION· 13+69.04 REPLACES BRIDGE NO. 61

~WI:"I:"T A nl:" 1n

•• _j " I IL I .... , ... 0

2•-o• •4 s1, :::.£ "' :::..J .... :::.1, :::.£ ~~~ :::..J__.. 3

,. 2

HOLE I I 7-•4 51. 52 & 53 75-•4 53 "' 9"CTS. I 7-•4 51, 52 & 53 I 1.-\~ 1:-V <il 3" MIN. CTS. <il 6" MAX. CTS. I J-k~\~~ 1

It_ 2~ DOWEL

2'-u

TT 7-•4 51, 52 &. 53 <il 3" MIN. CTS.

~\ I I -.. :::>1, 52 &. 53

_l' ' u. ·J •4 s1, s2 & 5--;=:J

75-•4 53 <il 9" CTS. STATE DF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION "'"''" I 3'-6" '"2Vz'0 STANDARD

!§ L • I • • DOWEL HO,LES • I 3'-0" X 3'-3"

~ 6 86- 5 55 ., 9 CTS. IN RAIL ANO BOX BEAM I 9 . . PRESTRESSED co CRETE " ~ 559 Jones Fr11nklon Rd.Suote 164 N o.. ,,,.,,h,N.C27606 BOX BEAM UNIT

l::l PLAN OF BOX BEAM ETHERILL '~ 919 8518077 SPAN "D" ~ IN Fa• 919 851 8107 :;) EXTERI~R UNIT SH8WN INTERIOR ~NIT SIMILAR EXCEPT OMIT •5 55 BARS. ENGINEER G LICENSE NO. F-0377

FOR LO ATION OF IA~HRAGMS SE PLAN OF SPANS. - ._ STD. NO. PCBB6 :: FOR RE NFORCING STEEL IN DfAPH AGMS, SEE DIAPHRAGM DETAILS. REVISIONS Sl-EET NO,

~ ~ TRANSPOfffKf/ON Pl..ANNING/CJESJGN - BR/OOE/SfRtJCrUR£ DESK;N NO~ &Yo OATEI I NO~ BYo DATEI 5-10

; ~ DRAWN BY 1 J C PENDERGRAFT DATE 1 ____4Lll_! CAIIUSffE DESIGN - GIS/GPS - CONSTRUCTION OBSEFNKTION I '\II 181 J{Wt-5 it~ CHECKED BY ; J.A. DILWORTH DATE 1 4/11 _I 25

3'-j:; ..

I ~~

i!

•4 K2

~A ~ DIAPHRAGML

_j u . -<:: N

~ -,--- -t-t {-. m '

s : . 8 :

. 8 :

1-\- I I-'- •4 K2

•4 A2 + <EAC_H-SIDEl

1- I

~ f-

I I

1_________!_ _[ '---

syjsi/. l"CL.

_j u ~ .

-<:: N u·

SECTION D-D

. '

. N

!..

. ~

~~ I

•4 K2 • T I 8

~

;< ~ • ' ~

. ~

6}16· 41YI6"

r

PLAN

•4 Kl <CENTER ABOUT

1 •4 A2l v-•• K2

2V2'"!21 HOLEl

,.r-1 , 1 r , 1 J !..

~OF 2Y,"0 HOLE FORC"l 1 0.6' .. 0 H.S. TRANSVERSE ~ POST-TENSIONING STRAND _

N

!..

L___J-. 0

!..

--- __ t ___ L_ .:.:>------ t-,_,_------ --- --~------- ----- s ~ ry,•cL. sj

==$14~::-=:::

SECTION A-A VOIDS NOT SHOWN

. 8

DOUBLE DIAPHRAGM DETAILS •4 "S" BARS NOT SHOWN. •4 "$"BARS MAY BE SHIFTED SLIGHTLY TO CLEAR 2• 121 HOLE.

I

T

w ~

SECTION B-B

IL t, VOID DRAIN

~B ft. 1•0 VOID

DRAIN

VOID DRAIN DETAILS

~ 1"0 VOID DRAIN

PART PLAN

of

(!I

\ ' \

2Y2•f21 HOLE FDA 0.6•0

POST-S

:. ;..

. N

;..

• 0

;.. -E" f X

y;

' '

! J '

;-~~--1-]_ -~

X

VIEW Y-Y SHOWING ELEVATION VIEW OF GROUTED RECESS

y. ,..,,_

. !..

- ------- ----1-. ;..

- --------- -h ;..

"

FILL RECESS WITH NON-SHRINK GROUT tTYP.l

EE DETAIL "C"

PART SECTION AT RECESS

DETAIL

"Jo ~I u, ~

l .. MIN. CL. tTYP.l

"C"

-\:. u.b~ k'J H,:::.. TRANSVERSE ~Q§T-TENSIONING

"' llt.-

F!Ll RECESS WITH NON-SHRINK GROUT

SECTION X-X

GROUTED RECESS DETAIL AT END OF POST-TENSIONED STRANDS

OF EXTERIOR BOX BEAM

WBS NO. 42815.1.1

DEAD LOAD DEFLECTION AND CAMBER FRANKLIN COUNTY

STATION· 13+69.04 3'-Q'" X 3'-3"

0.6" I'll L.R. STRAND

SPAN "A" SPAN "B" SPAN "C" CAMBER ( BEAM ALONE IN PLACE ) 1f,· I 2r,· I ')f,• I DEFLECTION DUE TO y,.· I r.-1 y,.· I ASPHALT WEARING SURFACE

FINAL CAMBER y,· I 2" I y,· I

SPAN "0"

"lis" t 1{,·1

%• I

559 Jones Fronkl;n Rd. Su;te 164 Rote;gfl, N.C 27606

Bus 919 851 8077 Fox 919 851 8107 LICENSE NO. F---0377

REPLACES BRIDGE N0.6!

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION RALEICH

STANDARD

3'-0"X 3'-3" PRESTRESSED CONCRETE

BOX BEAM UNIT

!DIMENSIONS SHOWN ARE ~:: !DIMENSIONS SHOWN ARE TYPICAL FOR EACH VOID) REVISIONS SHEET NO. 8 ~ TRNiSPORT"ATION Pl.AHN/NG/DESJGN - BRIOOE/ST"RUCTURE DESIGN ~ BYo DATEt _jNo.j BY• _l_ DAlEo S-11 ; ~ DRAWN BY , I C PENOERGRAFI DATE , ~~ CNIUSffE DESIGN GIS/GPS - CONSfRIJCT"ION OBSERtAT/ON l_]J Jl1llfs IE :t; CHECKED BY I J.A. DILWORTH DATE I 4/11 25

I ~~ ~! ~!

It_ Y2 .. EXP. JT. MAT'l HELD IN PLACE WITH GALVANIZED NAILS.

CNOTE: OMIT EXP. JT. MA T'l.~ WHEN SLIP FORM IS USEDl

s ELEVATION AT EXPANSION JOINTS

!...,! =~it. BEARING PAD

~ 4Y,·

~ ~

t ~ ~ :...

1,

N

~ ~

41-1 1-

I.e

{ Ilf-1" Ill HOLES

BEARING PAD - TYPE I -

FIXED END (TYPE I- 88 REQ'D l

ELASTOMERIC BEARING DETAILS ELASTOMER IN ALL BEARINGS SHALL BE 60 DUROMETER HARDNESS.

u .. :J 1.,1:0, < I'>.

1

-Jc--1-il · z: :i :,j -------r-, ~,, a': a': :J; "'

I ~~~~

SECTION THRU RAIL

BARRIER RAIL DETAILS

~~::!: ~ <3(3 ~ ~

-1.:..-.:Nr- ~ o.D _-....._,0. ;_,~!TN

SECTION S-S AT DAM IN OPEN JOINT

CTHIS IS TO BE USED ONLY WHEN SLIP FORM IS USEDl

BOX BEAM UNITS REQUIRED

SPAN A

SPAN 8

SPAN C

SPAN D

TOTAL

NUMBER 11

11

11

11

44

*B2 *B~

*"'

TOTAL LENGTH LENGTH 50'-0" 550'-0"

95'-o• 1045'-0'"

50'-010 550'-0"

65'-0'" 115'-0'"

2Bso·-o·

BILL OF MATERIAL FOR

Eif1 ICRE" . OF

559 Jones Fronkl1n Rd Suite 164 Raleigh, N.C. 27606

Bus 919 851 8077 Fax: 919 851 8107 LICENSE NO. F-0377

11-§ ~ TRMSPORT"ATKJN PLANNING/DESIGN - BRJOOE/STRUCTURE DESIGN

;: ~ DRAWN BY 1 .J C pFNQEBGRAFT DATE z ~ CIVIUSffE DESIGN - GIS/GPS CONSTRUCr/ON OBSEIWATION 0:: ~ CHECKED BY z J.A. DILWORTH DATE 1 4/11

888~ 59. riL

frn~· C\1 •• •

0 N ~

w.·l;_ I @

BAR TYPE BAR DIMENSIONS ARE OUT TO OUT

:TE BARRIER RAIL

10'-29'-r I _ 14Bt


STATION· 13+69.04

REPLACES BRIDGE NO. 61

STATE OF ~TH C4FIOLINA

DEPARTMENT OF TRANSPORTATION ~'""


PRESTRESSED CONCRETE BOX BEAM UNIT DETAILS

STD.NO.PCBBB

~ ~

II 4

" Ill" 4

" I I

It GUARDRAIL iLY\ ANCHOR ASSEMBLY _j_ s

'i Ya" 0 X 1'-Wz" BOLT WITH ROUND

WASHERS <TYP.l

C6 X 8,2 RUBRAIL

~ $-

n

~ n

{j}-

T-------#'-ff_.JifA~ -...:--, I 7/ :;:_:-,, '-,:--, ~:::~:<:::--:~::)

....... :: ... ._: ..... ) ....... :,

•

\

PLAN

1

1

lt. GUARDRAIL ANCHOR ASSEMBLY

!i lV1s" 0 HOLES <TYP.J

1/4 " HOLD-DOWN t

~ n

~I n

IJ..'• HOLD-DOWN t

11/4" 0 DRILLED OR f'ORMED HOLE <TYP.l

~PHESIVELY ANCHORED r.:"<1! X 6"BDLTS FOR ATTACHING RUBRAIL TO BARRIER RAIL <TYP.l SEE ROADWAY STD. 862.03

SECTION E-E

GUARDRAIL ANCHOR ASSEMBLY DETAILS

FOR LOCATION OF GUARDRAIL ANCHOR ASSEMBLY, SEE "PLAN" BELOW

Uus11 ~R~RAIL- 0

END BENT I y4• 0 X 6 .. ADHESIVELy ANCHOR ASSEMBLY

TO BARRIER RAIL <TYP.l ~

ANCHORED BOLT FOR~ ATTACHING RUBRAIL

• m '

--,--~~:~~::::\., .. ,.,.,.:r,-·'s(n~"r-,--r,--,--,-, " " " " , " " " " / " " " , " " <-~· " " " " " ""';:,rHALT WEARING SURFACE 4E

ELEVATION FOR LOCATION OF RUBRAIL,SEE ROADWAY STD.862.03

ii ii ii \B GUARDR~I II II I ANCHOR i ASSEMBLY i i \

6'-7¥4·

\.t-----+--------1'------------1 i i i ~--~---------------f--------~

6'-TJ',• -1 J \ , ~-1-rj It JT. OJ~ ~\\ GUARDRAIL " "

END BENT\\ $-ANCHOR~~ II II i I ASSEMBLY II \ I i

PLAN

4"

LOCATION OF ANCHORS FOR GUARDRAIL END BENT •1 SHOWN, END BENT •2 SIMILAR.

NOTES THE GUARDRAIL ANCHOR ASSEMBLY SHALL CONSIST OF A lj4" HOLD DOWN PLATE AND 4 - %" !21 BOLTS WITH NUTS AND WASHERS, RUBRAIL, AND ADHESIVELY ANCHORED BOLTS.

THE HOLD-DOWN PLATE SHALL CONFORM TO AASHTO M270 GRADE 36.AFTER FABRICATION, THE HOLD-DOWN PLATE SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH AASHTO M111.

BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307 AND NUTS SHALL CONFORM TO THE REQUIREMENTS OF AASHTO t.4291. BOLTS, NUTS AND WASHERS SHALL BE GALVANIZED. <AT THE CONTRACTOR'S OPTION, STAINL~~S STEEL BOLTS, NUTS AND WASHERS MAY BE USED AS AN ALTERNATE FOR THE Vs" !21 GALVANIZED BOLTS, NUTS 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.)

THE GUARDRAIL ANCHOR ASSEMBLY IS REQUIRED AT ALL POINTS WHERE APPROACH GUARDRAIL IS TO BE ATTACHED TO THE END OF BARRIER RAIL. FOR POINTS OF ATTACHMENT, SEE SKETCH.

AFTER INSTALLATION, THE EXPOSED THREAD OF THE BOLT SHALL BE BURRED WITH A SHARP POINTED TOOL.

THE COST OF THE GUARDRAIL ANCHOR ASSEMBLY SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR CONCRETE BARRIER RAIL.

THE 1 1/_,." 0 HOLES SHALL BE FORMED OR DRILLED WITH A CORE BIT. IMPACT TOOLS WILL NOT BE PERMITTED. ANY CONCRETE DAMAGED BY THIS WORK SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER.

THE C6 X 8.2 RUBRAIL IS TO BE ADHESIVELY ANCHORED TO THE RAIL USING THREE ¥i" 0 X 6'" BOLTS WITH WASHERS. LEVEL ONE FIELD TESTING IS REQUIRED, AND THE YIELD LOAD OF THE ¥4• 0 BOLT IS 12 KIPS. FOR ADHESIVELY ANCHORED ANCHOR BOLTS OR DOWELS, SEE SPECIAL PROVISIONS. SEE ROADWAY STANDARD 862.03 FOR DETAILS AND LOCATION OF THE RUBRAIL.

\ _,...-- 'i JT. Cil r END BENT •1 (k JT. <il END BENT •2

* * \* * \ '

SKETCH SHOWING POINTS OF ATTACHMENTS ~ DENOTES GUARDRAIL ANCHOR ASSEMBLY

559 Jones Fronldin Rd. Suite 164 Roleigh, N.C. 27606 Bvs: 919 8518077



STATE 01' NORTH CAIIOllNA


STANDARD GUARDRAIL ANCHORAGE

FOR BARRIER RAIL Fox 919 851 8107 LICENSE NO. F---0377

~ h ~~ ~; ,--- REV!SI~- - - SHEET NO.

~ ~ TRANSPOfffliTION PUNNING/DESfJN - BRimE/ST"RUC:TURE DESIGN NO~ BYo 0,m, ND BYo DATEt S-13

STD. N_O. GRA2

; I;J DRAWN BY 1 ,J C PENQFRGRAFT DATE 1 ___iLll_i CNIUSffE DESIGN - GISIGPS CONSTRUCTION OBSEFflllif/ON 1111 l;tl Wits 0:: ~ CHECKED BY : J.A DILWORTH DATE 1 4/11 J 25

0

~

i ~ ~ 6

I~~ ~

l___lJ_~ (T'fP,J

TOP OF EL. 209,! (LEVEll

15¥!&~

~ ~

~ ~

39'-71/.•

101_;!131_ ..

~

PLAN

.,.,,_,1'\TI_•

32 - •4 Ul Ci>

32 - •5 Vl Cil 1'-0"'CTS. tEACH FACEl

WORKLINE EL. 207.627

.L FACE

.. 11

•"

1\lz' EXP. JT. MA TEF <TYP. EACH SIDEl

•4 Kl tEACH F ACEJ TOP OF PILE t2 BAR RUNSl EL. 204.127

-· -· ---- (2'-S"SPLICE) TOP OF CAP A

2'-10"

@ 11'-7~"

I 5}'16-"

~

NOTES: STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELS.

FOR SECTION A-A, SEE SHEET 2 OF 3.

FOR MISC. DETAILS, SEE SHEET 2 OF 3.

THE CONCRETE IN THE SHADED AREA OF THE WINGS SHALL BE POURED AFTER THE BARRIER RAIL IS CAST IF SLIP FORMING IS USED.

THE LATERAL GUIDE AT EACH END OF THE CAP IS NOT TO BE POURED UNTIL AFTER THE BOX BEAM UNITS ARE IN PLACE.

TOP OF WING EL. 209.585 tLEVEU

~~2~~WiLL AND UPPER PART OF

•4 54

lV.,'"EXP. Jl. MA T'L

PLAN

CONST. JT. tTYP.l

ELEVATION

. N

EL. 205.627 ""' I 4-•9 Bl EL. 205.627 CONST. JT. (LEVELl '\J (TOP AND BOTTOM) (LEVELl tTYP.l I

•s B2 tEACH F ACEl

WINGS

J 1- LATERAL GUIDE DETAILS

r-4-•4 B3 toVER PILESl 2 .. CL I I? RAR RUNSH2'-5 .. SPLICFl I '

----------------""" I tilt ,-r--n~ t 1 1 :.::. __ u J L __________________ , -----7

__ _

' 01 -"464 I I "".,,_n•rTc I J I T

~~~ NIU 7 =~r ~ t --- -t

BOTTOM OF CAP & WING EL. 203.127 (LEVELl

2-"5 51 & 52 (;} 6·cTs nvP.~ ~

2-•4 53 ITVP,)- '""" ~ JjJ

wu~ (;} 5'-0,. CTS. 1

i

~ ~ HP 12 X 53 : STEEL PILES :

(;} u·crs. tTYP.l <EACH BAYl

5'-2N 5'-2. i 2'-4YR• I 2'-9'VR .. i 5'-2" i ' ' ' 5'-2'"

Ill:> t'> •• r ... If' lot \1Ar.JT7Ln

STEEL PILES

' '

® ~ e 8 16! ®

t-r-~T,. -

-...i.

~ "B•BARS A._

.L..i--

5'-2 .. 5'-1' ..

e ~ 1l.A---

--- ----

~POUR 1 CAP AND LOWER PART OF WINGS

559 lone!; Franklin Rd. Suite 164 Raleigh, N.C. 27606 Bus· 919 851 6077 Fm 919 851 8107 liCENSE NO F-0377

tTYP.EACH LATERAL GUIDE)


STATION• 13+69.04

REPLACES BRIDGE N0.61 SHEET 1 OF 3

STATE OF NORTH tARCLIMA

DEPARTMENT OF TRANSPORTATION """'

SUBSTRUCTURE END BENT I

~::: ELEvA T I 0 N REVISIONS SHEET NO. 8 ~ TRANSPORTATION Pl.NINING/OES/GN - BRJDGE/STRUCTlJRE DESIGN NO.j BYt D4TEI \HO BYo DATEI S-14 ; ~ DRAWN BY 1 ,J C PENDERGRAFT DATE 1 ~~ CIVIUSffE DESIGN - GISIGPS - CONSTRtJCl"ION OBSERIATKJN U 1 181 J.Wts 0:: ~ CHECKED BY = J.A. DILWORTH DATE = 4/11 -1 25

~ ~

i ~~

~OE OF SLOPE

MINIMUM OF 3- ONE CUBIC FOOT BAGS OF •18M STONE. BAGS SHALL BE OF POROUS FABRIC, SECURELY TIED.

GRADE TO DRAIN

MINIMUM OF 3- ONE CUBIC FOOT BAGS OF •78M STONE. BAGS SHALL BE OF POROUS FABRIC, SECURELY TIED.

~

GRADE TO DRA,!.N

TOE OF

BAGGED STONE AND PIPE SHALL BE PLACED IMMEDIATELY AFTER COMPLETION OF END BENT EXCAVATION. PIPE MAY BE EITHER CONCRETE, CORRUGATED STEEL, CORRUGATED ALUMINUM ALLOY, OR CORRUGATED PLASTIC. PERFORATED PIPE WILL NOT BE ALLOWED.

BAGGED STONE SHALL REMAIN IN PLACE UNTIL THE ENGINEER DIRECTS THAT IT BE REMOVED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SILT ACCUMULATIONS AT BAGGED STONE WHEN SO DIRECTED BY THE ENGINEER. BAGS SHALL BE REMOVED AND REPLACED WHENEVER THE ENGINEER DETERMINES THAT THEY HAVE DETERIORATED AND LOST THEIR EFFECTIVENESS.

NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK AND THE ENTIRE COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR THE SEVERAL PAY ITEMS.

TEMPORARY DRAINAGE AT END BENT

SLOP~

1'-0w 1'-9w 1 -v 1 -:::~

1'-!0V,· 10~

1'-W,· I •· l,,_w,·

•• Ul-, F' I I I 1-'4 Kl lEA. FACE! ~ II

•s v1 1

1-'4KliEA.FACEl I ? 7 ~r-s-- -•e D1 N

1-'4 Kl ,., . FACFI 0 - ~ CONST. JT.---..._ I

4-0 9 Bl - I

~ ~ B~¥~rro~GE ~BACK GOUGE

DETAIL B

FILL FACE~ [)" I I ! 1 1/ v---•s s1 o •-•• "' ,. 4'CT<. ovER PILEs 5 52 1-' ! L.-r•s B2 !.

•4 B4 ---..... .......... r----. I .r r; IEA.FACEl

~ •PILE VERTICAL

O" TO Ye"

I

---g DETAIL -A :I

*PII E HORIZONTAL OR VERTICAL

0

DETAIL B

*POSITION OF PILE DURING WELDING.

PILE SPLICE DETAILS

(ij 4'-0"' CTS r- I/" . . ·- ...... I .. y l • ' I ~ ~ '

·-:,~/ 0.

t-- . ·tT' \- ,,-.l( '· \ II \ j \\I ~ • I""J

• I I ~~ • ' )(I I I -Yf-----t 0 ·' ~ I ' ...., 4-"9 Bl ~ .1\li .:J' I I • • ;.... ....., 1 \1 11 (J)

.___ .. L / \\ 1\ ~ 3"'HIGH B.B.

"4 53_/ ' I

~ \3 ~ ,,_,,,. ~

\ 12 i

1-----' I

t HP 12 X S3__s- i .i (__ GALVANIZED { HP 12 x 53 STEEL PILE GALVANIZED

2'-9" STEEL BRACE PILE

SECTION A-A

559 hnes Fmnklon Rd. SuHe 164 Role'9h, N.C 27606 Bus- 919 851 8077 FOlC: 919 851 8107 LICENSE NO F-0377

WBS NO. 42815.1.1

FRANKLIN COUNTY STATION· 13+69.04


STATE OF N01m1 CAROLINA


SUBSTRUCTURE END BENT I

~~ ~~ ~ ~ TRANSPORTATION PLNIN/NG/DESfGN - BR/00£/SfRUCnJR£ DESIGN NO BYo DAT£1 NO BYo DATEo

i l;J DRAWN BY , .I C PfNQERGRAFT DATE 1 ~ CfV/USffE DESK;N - GIS/GPS - CONSfRUCriON OBSERVATION 0:: i) CHECKED BY , J.A. DILWORTH DATE , 4/11

0

~ ~

~ ~ 6 ~~

~~ ~::: §~ ~~

BAR TYPES BILL OF MATERIAL END BENT 1

HK. 1'7\ HK.

I ('l 0 ") I BAR NO. SIZE TYPE LENGTH WEIGHT

I 81 8 •g 1 41'-9" 1136

~ ~ LATERAL GUIDEl'-r· 39'-3..1'-3"' 82 4 •s STR 39'-r 164

2'-9 SEE 1_ATERAL 83 8 •4 STR 20'-W 112 ....----0-,~ 1'-9• \ GUIDE DETAILS. • 31 ~ 84 9 •4 STR 2'-5" 15 \ 1'- SHEET 1 OF 3 ~ r t%~

LATERAL GUIDE I 1::\ 9,r- f.\ D1 22 •a STR 2'-3' 132 SEE ,_A TERAL • _j <::'"'\I 0 ""' lj I2J GU~sMEn}L~.· , ~----)!~ ~1 }t v 1 v~ I I ~~ : :: ~ ::~~: :~

~ ~ , ,. H3 a •4 3 a·-o· 43 f ~ f- ""' 7 - 4 H:3 H4 8 •4 3 7'-11• 42

"'(" -r '0 '0 ~ N !.."! 2 7'-3" H4 1 _ 1"1. _ -"' 2'CL. • 2

,CL J_ • 0 '. i?_ K1 12 •4 STR, 20'·11' 168

':Q, t:: ......., TO V2 ,.. ~ • ~ K2 8 •4 STR. 3'-6... 19

); - q H ..---FILL FACE I -'~j;ic -'~~ic ~ FILL FACE_'_U V< t· lq '£ ;;> • V!~~\--- 2"CL •4 K~..J.- u u 0 '0 •4 H4\ \ -~ o v; Sl 39 •s 4 7'-7" 308 -6 ,.. ! r__O TO "H... r-• ,-•4 Hl N ~ N 1- • •4 K2 ~ •N :--. 52 39 •s 5 3'-4'"' 136 ~ Ul ..::; • I ....,1 S ~ 53 16 •4 6 6'-6'" 69 •. "'"' • 'tl 'tj 1:- \ -~ 2'!;1,.. ~ :----;[:] 5Y,· 2'-5' 5V,· s• • •• 1 4••5• 12

i5 ~ ' -' L ~ " ~ I I I I l .... .... :...-- ~ f4\ Ul 32 •4 7 3'-8" 78

- L. 0

4 H1 ~~];" ~:J;• L.o4 H3 1 I:J HK. (,_ f5\ ) HK . ..1-- U U l= N \V • '- II

• 0 • 0 1 It

7- •4 V2 Ci) 1'-0"CTS. N f- N f- 7- •4 V2 ~ 1'-0"CTS. I,..__~ • -

<EACH FACE> - ~ ~ 1- <EACH FACEI I 2'·5' I l'- 9}16'" 7'-9" 7'-9" l'- 9o/i6" REINFORCING STEEL = 3005 LBS.

9'-6}16'" 9'-6o/i6" ~1'- 3" LAP ~1'-5'" 54 CLASS A CONCRETE

V" 8" Ul POUR 1 ~ ~ \ CAP & LOWER WINGS JJ..J_C.Y.

~PL~A~N~OI,!:F=:!,!,W.!.IN~G~I[IY;,:_;l PLAN OF WING\!!9 ( [rl POUR 2 0 ~ f1\ BACKWALL & UPPER WINGS ~C.Y.

~ .;_. \..J POUR 3

LATERAL GUIDES ___Q_J_C.Y • . TOTAL ~C.Y.

HP 12 X 53 GALVANIZED STEEL PILES <ALL BAR DIMENSIONS ARE OUT TO OUT.l NO.= 8 180 LIN. FT.

STEEL PILE POINTS NO.= 8

7-•4 V2 <il 1'-0'CTS. 2Yz' 1'·0' 2Yil 7-•4 V2 <il 1'-0'CTS. EL. 209.585 <EACH FACEl [ ~" <EACH FACEl EL. 209.585

<1L'rvE'Ci "1

""\ ,_. X 2· "1 ,_. X / i8!~Ef, WING

rr----;=::;=::r~ \R=:::;:::I ~==t===t==r==;r==HH ;.,1 r- 1 ;.,LH===t==t==t==t=l ~=r==t=:;::r~;::::;:=;:--n sl iT 1 s

"' ~,; "' ~ ..., _j_'IIJ ~ w ~ ~ ~ ~~()_ -~~~~ ~ 2-•4 K.~~ ~ 5; 8 2-•4 K2 ~ ~·· \!

"' <EA. FACEl ~ v v•4 V2 <EA. FACEl •"' ~\O 52~;2l },e iii rCONST. JT. w ~ v' CONST. JT.\ iii ..... _ .. ;.,

I • CONST. JT. I x:.;~.~ ........ iD ~ iD ~J'iiliR"O'-.,.;

.. r·· ..... ..... ..... ..... ..... ..... . v -~. . .........•.••••................ , .. """ $i"J)~f I l FILL FACE- I

: ' : WBS NO. 42815.1.1 ~ : t:3 ~ : ~ 5 : '! ;> : 5 FRANKLIN COUNTY 0... I 0...? I 0...

: "':.. : STATION· 13+69.04 ' .b.l '

I I~ X '"HIGH <B.BI I~ \ REPLACES BRIDGE NO. 61 EL.203.127 ~ ~X \FL.203.127 7!u.-! .\-Y"t' ur WUNli BOTTOM OF WING ,.:S::H:;:EE:;,;T_;,3-"0::_F..;3::,_ __________ -l (LEVELl 3"HIGH B. B. (i) 5'-0"CTS. SECTION X- X 3"HIGH B. B. Cil 5'-0"CTS. <LEVELl STATE OF "OR'rn CARCLIN4

DEPARTMENT OF TRANSPORTATION RALE:IGH

~ ~ SUBSTRUCTURE ELEVATION OF WING@! ELEVATION OF WING'!,!9 ~ ,,,,~~~~!~~~~:;6i,~'"'" END BENT 1

ILL Bus: 919 B51 B077

;;;;;Oiiiiiiiiiiiii"'•E00N;ijGiijljiNEjEjjRiii,;;NG-... ~~~Nsr~~.5~~g;7 - REVISIONS SHEET NO. TRNISPORrliTION PUNNING/DESIGN - BRJDGE/5rRUr:T'URE DESIGN NO~ BY• DAlEo ~ BY• DATE• S-16

DRAWN BY 1 .I C PFNQFRGBAFT DATE 1 ~ CNIUSffE DESIGN - GISIGPS CONsrR!JCTKJN OBSEFNJiTfON U I J~Wf\ CHECKED BY : J.A. DILWORTH DATE 1 4/11 25

.. I ~ 6

~

36'-8"'

18'-4" 18'-4*

1'-9o/i, ... 16'-611(16" 17'-2}'1&'" '-1%

f 1'-2116" 1'-10')1,• t;---q;_ ROADWAY

il'-0"' lo/.," 1o/., .. 11'-77'4"

seAtLE! ~ ? '-

~ ~~: ~~ -'- m

<TYP.l <TYP.l gYt ... j fi-LATERAL GUIDE ~ rrrw.'1 ~ i 1'-0J'a"

I I <TYP.l I I I I i-....~aoo-oo·-oo"

2'-9"X 9"'X 1" ELASTOMERIC BEARING PAD <FIX.) (TYP.l Ull REO'D

lV2"'EXP. JT. MAT'L CTYP.l

-·---•~~~~~~~~~~:i~E-~~~~Z'-~!~+J!~~I~~-~~t_t~~~~~~-~~~~:~~~~~~-~~~---· ·-·-· ~~~r-Q;.-CAP & DRILLED PIERS

·-·-~·-<>-·-·-·-<>-! ' ' . ·-·-·-·-· (. BEARING & DOWELS

2'-9"'X 9"'X 1"' ~I ?

SEAii...A '- It • -no•• 1'¥16" ~

ELASTOMERIC BEARING PAD <FIX.l <TYP.l 1'-2;.{'6"' 1'-101\&" Clll REO'D <TYP.l <TYP.l

""'\_•a D1 DOWELS PROJ. 1'-3"' ABOVE TOP OF CAP (44 REO'Dl

1'-7¥,· lo/i&"

__. 1'-1'¥!, ...

Q_

01~ ·~ .. ., " ii'

-.x z

" " . ~ 0

O>u ' ' ioN

"" " 0 Q_

ffi H Q_

~ ~ H

"" 0

' "" " 0 Q_

1--

1--

1--

I:::=_

17'-2Yt,·

~A PLAN

v::. EL. = 205.795 TOP OF CAP

5B2~ r s-•10 Bl

l l

16'-611(,, ..

LATERAL GUIDE <TYP.l SEE ,_ATERAL GUIDE DETAILS ...

C\C\111111 II ! \I IIIIIIC\o !

sP-1 A 1 s-•14 B3

1'·9')1.· ~.

x+-

~~ ITYP.I

•4U1 TYP.l

-

PAIRS-•SS1 1'-o• 10 PAIRS-•5 51~ 1'-0"CTS. 1'-0"' 6 PAIRS-•551 3"HfG~ B.B. ~ 8'" CTS. i <il a• CTS. SP-1 <il 5 -0 CTS.

..... 9-•5 51 <il 9H CTS.

22 PAIRS-•5 51 9-•5 51 ~ 9"' CTS. ;::;;;.;.~ .. ~<?1~Jf5" ....

! EL. = 201.795 --+j-1 j EL. = 201.795 I TOP OF PIER j

tet:J]_ TOP OF PIER9'-0" j_

9'-0" ~

6'-4'"

7'-10*

1----~ 3'-0"'!21

'f>1Tfl ..

12-•10 M1 I I ! I CTYP. EA. . DRILLED PIERl

_j~ Uo ,;>-H • ,._ . ,.. ~ .... I ~

.)~ ~ ~

..

-TOP OF DRILLED PIER EL. 195.000

.([:_ DRILLED PIER 1

lr- SP-1

-EL.174.700

21'-0'"

I i i i i i

WORK LINE ----4 I i i

BOTTOM OF DRILLED PIER

1----V-3'-0" 0

PIER

PIERl

PLASTIC 8 v EA. •to Ml ~~~K UNDER

6'-4'"

7'-10'"

f- TOP OF DRILLED PIER EL. 195.000

DRILLED PlER 2

lr-SP-1

-<>

t CAP & ~ILLED PIERS-,

12-"10 M1 I I i I <TYP. EA. · DRILLED PIER

SP-1

DRILLED PIER EN

•

NOTES STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELS. HOOKS ON "M" BARS MAY BE TURNED AS NECESSARY FOR PLACING REINFORCING STEEL.

ALL STEEL IN THE DRILLED PIERS IS INCLUDED IN THE PAY ITEM FOR "PLACEMENT OF SUBSTRUCTURE." FOR DRILLED PIERS, SEE SPECIAL PROVISIONS.

INVERT ALTERNATE STIRRUPS.

THE LATERAL GUIDE AT EACH END OF THE CAP SHALL NOT BE POURED UNTIL AFTER THE BOX BEAM UNITS ARE PLACED. THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THE LONGITUDINAL REINFORCEMENT FOR THE DRILLED PIERS IS DETAILED WITH 3 FEET OF EXTRA LENGTH.

559 Jor>es Frnnklin Rd. Suite 164 Raleigh, N.C. 27606

Bus: 919 851 8077 f!l': 919 851 8107 LICENSE NO. F-0377

~

' ;,

tVz• EXP. - .. Ul Ul ....

1 .L

.._ r.4 U6

•4 B4 ~.. • •4 us

;>~ f-.-i vu f- •4 U4 :h~ ..i

"' _£ •4 U3

;,I ~~ 2'CI ·1 lo/!s"' 1'-0"'

PLAN

ELEVATION

LATERAL GUIDE DETAIL "U IC~In C'T .. TI

AT'L.



SHEET 1 OF 2


DEPARTMENT OF TRANSPORTATION ~ALEIGH

SUBSTRUCTURE BENT I

Iii'~

:: E L E v A T I 0 N REVISIONS SHEET NO.

~~ REINFORCING STEEL AND DIMENSIONS TYPICAL TRANSPORTATION PLANNING/DESIGN- BRIWE/STRI.JCTURE DESIGN NO av. DATEI IND.! av, o.nEI S-17 i t::j ORAWN BY 1 J C. PENQERGRAEI OATE , ~~ FOR ALL DRILLED PIERS CNIUSffE DESIGN - GIS/GPS - CONST"Rf.JCT'ION OBSEINIJ'ION 11.11 131 l.ilb 0::;:?; CHECKED BY 1 J.A. DILWORTH DATE : 4/11 _I 25

BAR TYPES

SEE DETAIL ""C"

• I I I i I j j r-{ BRIDGE j I ' . '

Dl ___________ ::::__ ' _::, ______________ ~----~ . I I • . I I '

i i . j j WORKLINE ! ' ' I I I • ' ' I I I ,

i ; ' i !

HK. e_- CD _) HK.

1~·-s·l 36'-4" 1~·-s·l

HK. (_ 0 I 1'-S" 31'-10" I I NO~~· 3'-~"L~NGTH

A ED OARS

-~ ~'

I /1~

0 . ~I ~

' "' I 2'-4" I

i ! {DRILLED PIER 1__s-j !1--{ DRILLED PIER 2

• 10'-6... 10'-6... ! 3'-2 ... U! 3'-6 .. U2 "···;·,:~

3'-8"

' 1'-10" I 1'-10 ..

1'-3... rl 7" 1'-3" I I I gy,· ! ,:y,·

zl I

, I ! I '

~~ 2•CL. ! . ~I

g

8

~I ~~- \, I

1'-3 .. 7"" I 7" I 1'-3"

SECTION A-A

I ~ " ~~

~~ ~~ ; :;;.] DRAWN BY 1 J C PFNQFRGAAFT DATE 1 if :?i CHECKED BY : J.A. DILWORTH DATE :

I

21'-0 ...

PLAN OF DRILLED PIERS REIN.f$~rer~ (J,fE}LtN8Rf2i_M,_Il,NVi:~~~ ARE

•a D1 DOWELS

5-•10 B1 . .. 0

•5 82 (EA. FACE) ' :.. '

•5 A? CF A. F ACF) '

~.1 •5 62 CEA FACE! 0 •s Sl <INVERT ALTERNATE '

STIRRUPS) :.. s-•14 B3 . ..

-3"HIGH BEAM BOLSTER

•4 "'I

!.HIT

16"1 10" I w I 10" 16"1

SECTION X-X

12-•10 M1 BARS !AI 6~· CTS. ON 1'-0o/s•RADIUS

C CAP & ~ DRILLED PIER~---·-

3'-0""0 DRILLED PIER

•4 U2

j_

_.-i-...

DETAIL

4" Cl TO ISP-1 CTYP.)

•• ~ 10" => ~ 11" ~ => 1'-1 ..

N • => v 1'-3 ... .. =! - ~ ;q-0l '--'--'

U3 U4 us U6 U7 ~~t 0 Nl..r=~

1 '%'J.XNTSR~ . ~·,.~ Gj

CALL BAR DIMENSIONS ARE OUT TO OUT.>

*THE 86c61fRIA~J' :f~~F8~C.f~GPLSlf~LO~H~k~o~~E~3~f~. D-31

~15°-00'-00"

CTYP.l

-

'

"C"

DRILLED PIER REINFORCING STEEL SP-1

559 Jones FrnnHn Rd. Surte 164

~ Roleigh,N.C.27606 Bus 919 851 8077

RILL Fox: 919 8518107 ENGINEERING LICENSE NO. F--0377

TRANSPORTATION PUNNIM';/DESNJN - BRIDGE/STRUCrURE DESIGN

CNIUSff£ DESIGN - G/S/GPS - CONSTRUCT"ION OBSERIATKJN

BILL OF MATERIAL BENT 1

BAR NO. SIZE TYPE LENGTH WEIGHT

B! s "10 1 39'-2" 843 B2 6 •s STR 36'-4" 227 B3 s •!4 STR 36'-4" 1390

B4 4 •4 STR 3'-4 ... 9

D! 44 •• STR 2' 3" 264

"' 24 •10 2 33'-3" 3434

S! 62 •s 3 10'-6" 679

U! 8 •4 4 6'-2" 33 U2 8 •4 4 6'-6 ... 3S U3 2 •4 4 3'-8" s U4 2 •4 4 Y-10" s us 2 •4 4 3'-11"" s U6 2 •4 4 4'-1" s U7 2 •4 4 4'-3" 6

•G STEEL 6940 LBS.

SPIRAL COLUMN REINFORCING STEEL

SP-1 I 2 I * I s 1479'-10" I SPIRAL REINFORCING STEEL

I CLASS A

I POUR 2 POUR 3 CCAP)

POUR 4 CLATERAL GUIOEl TOTAL CLASS A

I 1001

1001 LBS.

3.6 C.Y.

19.9 C.Y. ).2

23.7 C.Y.

3'-0" 0 DRILLED PIERS

I DRILLED PIER

POUR 1 PIERS> 10.6 C.Y.

l'-0""' ' PIERS IN SOJ

30.4 LIN. FT. !'-0" 0 DRILLED PIERS NOT IN SOIL 1

10.2 LIN. FT. 3'-0" 0 PERMANENT STEEL CASING:

21.1 LIN. F"

WBS NO. 42815.1.1


SHEET 2 OF 2

STATE OF -TH CAROLINA

DEPARTMENT OF TRANSPORTATION MI.EICH

SUBSTRUCTURE BENT 1

I~ ,. I .... li ,. I ,.,. __ , NO.

S-18

!WI> 2S

36'-8" ~" " 18'-4" 18'-4"'

1'-9¥!6'" 16'-61YI6" 11'-2J'I&"• '~1%

lo/!6" t'-H'o~~" f 1'-0" 1'~2'){,· 1'~10'){,: ;--- q;_ ROADWAY 2'-9'"X 9 ... X 1"' <TYP.l <TYP.l i ELASTOMERIC BEARING PAD

<FIX.l !TYP.l SEAti_J; ~ 1-j 1'~oY,· ~~ATERAL GUIDE Ull REO'D

TYP.l - i-..~so•~oo·~oo· • • :::s

~~~ 0 ,;:: - .

. ~

' " I ;;,.'!_-

- 0 _. (TI ~

'i r---

f--

!d~ . seAILB

f<>-------e-+1-e-----/-- ,:tt· .. -~.--- ·-H-<>-------e--H--e-------e--H- ,____ ! "' ............... i - - - :~Ji:-<>--------e- -f-e---/---ojf e\;------<>3-f-e-------<>3 r

--------------------1-·-·---·-·---t---·-·-·------------------------------~ ~-------1----------~-------------------~-------------t-----------------------<>-------<>--- -e------\o-ff-e---7'-- •++- ------- •--t-f<>-------e-"t-1-• ---, 1-'r-,-tto--------®.H-\-------e-- 1--e---- >-,-e-H--e-i-----o-H-o--------e--1

'---'W.P. 3 '-. \ '-............ / .............. !

2'~9"X 9"X 1" ::-:-(_ ELASTOMERIC BEARING PAD CFIX.J (TYP .J (11) REO'D

. "'

1'-2;16• 1'-10o/t&'" CTYP.J fTYP.J

17'-i¥.&'"

SP-1

g•-o·

~ i ~---~

A

-PLAN

i 22 PAIRS-•5 Sl

I i i i i i

WORK LINE~ i i i

DRILLED PIER

ELEV~TTI""\.,

~~ D1 DOWELS PROJ. 1'-3'" ABOVE TOP OF CAP (44 REO'Dl

16'-6'V,&·

LATERAL GUIDE CTYP.l SEE ~ATERAL GUIDE DETAILS ..

PLASTIC BLOCK UNOER_y EA. •10 Ml BAR

SP-2

1'~7r,·

1'-9%.

Io/,6"

·~ - - --

~

1¥!&'"

N

lYzNEXP, JT. MAT'L CTYP.J

P & DRILLED PIERS

NG & DOWELS


ALL STEEL IN THE DRILLED PIERS IS INCLUDED IN THE PAY ITEM FOR "PLACEMENT OF SUBSTRUCTURE."

FOR DRILLED PIERS, SEE SPECIAL PROVISIONS.


THE LATERAL GUIDE AT EACH END OF THE CAP SHALL NOT BE POURED UNTIL AFTER THE BOX BEAM UNITS ARE PLACED. THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THE LONGITUDINAL REINFORCEMENT FOR THE DRILLED PIERS IS DETAILED WITH 3 FEET DF EXTRA LENGTH •

It_ CAP & !miLLED PIERS

•4 84

1o ' "

Yz'" EXP. ~., Ul

"''' M

I __[_ r.4 U6

~~ ...i. •4 us ~"

r--•4 U4 j,~ f-L " £J

•4 U3

~~~lrc•.1 1 I • 1'-0'"

PLAN

ELEVATION

LATERAL GUIDE DETAIL I'll r-•on I""TOI"TI

AT'L.

WBS NO. 42815.1.1

FRANKLIN COUNTY STA TION• 13+69.04



DEPARTMENT OF TRANSPORTATION RALUGH

END ELEVATION SUBSTRUCTURE BENT 2 55\1 Jones Fmnklln Rd. Suite 164

Rcle;gfl, N.C. 27606 Bus· 91\1 851 8077 f<IX: 919 851 8107 UCENSE NO. F-0377

. ' 'i' vi

! I

SEE DETAIL 'C ... -----.. ~

W.P. •3

WORKLINE

{DRILLED PIER 151 I n_{ DRILLED PIER 2 • 10'-6... 10'-6"' ! -'

. N

!..

. 8

. ~

!..

I

3'-8"

1'-10... : 1'-10"'

1'-3... 1~!_ 7... 1'-3 ... T -·- -~

9l'4.! 9)',·

rl T ~-~

~~ Wi 111r I I

I l CAPh l

I I. I~ I

8 • N

!.. Lv. v T

1'-3'" 7": r I t'-3 ...

SECTION A-A

I 21'-0'" I

PLAN OF DRILLED PIERS REINFORCING STEEL AND DIMENSIONS ARE

TYPICAL FOR ALL DRILLED PIERS

•a D1 DOWELS

'--' •4 "'I I

s-•to at :,.

0 •s 82 <EA. F ACE.L ' :..

,1 •li R:? IF A. FACEJ

~~ A. FACEJ ? NVERT ALTERNATE ~ llRRUPSl :..I

s-•14 B3 :,.

BEAS"~5t~TER

I ~ •4 U2

I. I I I

16·1 to· 1 10· 1 to· 16"1

SECTION X-X

12-•~0 Ml BARS liJ 6 70" CTS. ON 1'-0}'e"RAOIUS

4" C! TO 'SP-1 OR SP-2 CTYP.J

BAR TYPES

HK.c_ CD ~HK. 1~·-s·l 36'·4" 1~·-s·l

0 HK. c 11'·5" I 28'-8 ...

31'-8"

N~bDtil'-f~ L~~~~H

3'-2" Ul

3'·6' I U2

8"' I U3

~ 10" U4 ~ u· us ~ 1'-1" U6

N •

~ ~ 1'-3" U1 - ~

;;~101 '--J \2) I

Ml

1M2

:--;-' ~ ~

[0} 1 2'·4· • 1-

w,·E:~~

~~~~ ~~ '& 0 ~~~N~ . ···~·~

Gj

!ALL BAR DIMENSIONS ARE OUT TO OUT.J

*THE SP-1 & SP-2 SPIRAL REINFORCING STEEL SHALL BE W31 OR D-31 COLD DRAWN WIRE OR •s PLAIN OR DEFORMED BAR.


BAR WEIGHT Bl 843 82 227

83 I 5 I •14 I STR I 36'-4"' I 1390 84 4 •4 STR 3'-4"' 9

Dl I 44 I •8 I 5TR I 2'-3" I 264

"' 12 •10 2 30'-1"' 155~

M2 12 •to 2 33'-1 1708

51 62 •s 3 10'-6"' 679

Ul 8 •4 4 6'-2* 33

U2 8 •4 4 6'-6'" 35 U3 2 •4 4 3'-8 ... 5 U4 2 •4 4 3'-10'" 5 us 2 •4 4 ~·_-11'" 5 U6 2 •4 4 4'-1" 5 U7 2 ~ 4 4'-3"' ___ 6_

STEEL 767 LBS.

.UMN REINFORCING STEEL SP-1 * 1- 5 I 425'-3" I 444

* I s 1476'-w 1 497 STEEL 941 LBS •

SP-2 I SPIRAL

CLASS A

I POUR 2 (COLUMNl 2.5 POUR 3 <CAPJ 19.9

POUR 4 <LATERAL GUIDEl 0.2

I TOTAL CLASS A CONCRETE 22.6


I DRILLED Pl

POUR PIERS) 10.8 C.Y.

3'-0 ... 0 DRILLED PIERS IN SOIL : 28.3 LIN. F"

3'-0 .. 0 DRILLED PIERS NOT IN SOIL :

12.9 LIN. Fl 3'-0~ Ill PERMANENT STEEL CASING1

29.0 LIN. FT

WBS NO. 42815.1.1


REPLACES BRIDGE NO. 61 ~ !

~ CAP & j f. 1 !S"-00'-00" SHEET 2 OF 2

3'-0" 0 DRILLED PIER - -- - :NG STEEL D PIER

~ DRILLED PIER~--- -· -·v·-·-·-· 1

<TYP,I

I

I

~

I ~ "' ~~ ~ SP-1 0 ~ SP-2

- -559 Jones Fmnklin Rd. Suite 164

Raleigh, N.C. 27606 Bus 919 851 8077 Fo>: 919 851 8107 LICENSE NO F-0377

STATE OF I'IORT~ CAROLINA

DEPARTMENT OF TRANSPORTATION "'-LEIG~

SUBSTRUCTURE BENT 2

I~ DRILLE l1t:.illlt'"UKL:.

- REVISIONS SHEET NO. ~ ~ 0 ETA I L "C II TRMSPORTATION PLANN/NfJ/CJES/GN - BRfOOE/SfRUr:fUR£ DESIGN NO~ BYo DATE! INo.j BY• OATEo S-20 i ~ DRAWN BY 1 ,J C PENDERGRAFT DATE 1 ____1Lll_l CNIUSffE DESIGN GIS/GPS - CONST"RAJCTION OBSEINATION "'Il Ia I Wfn 0:: ~ CHECKED BY 1 J.A. DILWORTH DATE : 4/11 -I 25

1'¥.& ..

:iEAJ:LD

1'-9l{,·

1'-7¥ .. • 1'-21(,· tTYP.J

18'-4'

l6'-61V16"'

1'-10%' <TYP.l

36'-8 ..

~ ;---- q;_ ROADWAY

9}1' -ti ;T-~fvTERAL GUIDE I I I ~ ! t•-ow· I I P.J I _t-.....~80°-00'-00"

18'-4~

17'-2¥16 ..

2'-9"X 9"X 1 ... rELASTOMERIC BEARING PAD CfiX.l CTYP .l (llJ REO'D

'-1%

1 1'-D'I~

lY2"'EXP. JT. MAT'L tTYP.J

. ~~~!~·~~~~~~~:"~~E-~~~~~,.~~)£!~~~~~-~JJ:~~~~~~-~~~J:~~~~~~-~~~!±-fA~~~~~~~~~:~~~~~~::I±:~~~~~:i!~~y~~~:3~§3Jt. I ~ \ I • . ~ I~

P & DRILLED PIERS

·~·-~ 9 (1'1~-~ ~ L--

~10 .r~-- +·9·~·~·-·r-J+r·-·-·-·r-J+··-·-·-·<>+1-· ·-·i!·'r·l'·tto-·-·-·-®ti~-·-·-~+14-·-·'-,-<>-H-<>-;"·-·-<>-·-<>-·-·-·4-t+<>-·-·-·;<> 1' ~0 :.... (1l.;.. / .... __ .... -o--------Q--

---n-uw.P. 4 ~ '··---·· 1 II L~ BEARING & DOWELS

1'¥.&~ ~ 2'-9'X 9'X 1"_/ ~ w 1'-D''-"

1 : b: "' Sf..Ati___C ELASTOMERIC BEARING PAD ~ ! 9-, " "\.._•a D1 DOWELS PROJ. 1'-3 .. ABOVE

1 ,_0 ~ CfiX.J tTYP.l l'-2 .. l'-lOo/16... TOP OF CAP (44 REO'Dl Clll REO'D CTYP.J CTYP.l l'-H'""

17'-2¥!&... 16'-61Vi&.. 1'-9~ "

~ ..,. ;tw : ~ffiS ~~SG .

-~ .. u -' .

. ~

' ~ -=> 0 ~

r-

9-•5 51 tAl 9" CTS.

z

"' => ~ 0 u

1 • 'N ~ 6'-4. => 0 ~

7'-to•

~ w H ~ 12-•10 Ml D CTYP. EA. COLUMN w ~ & DRILLED PIERl ~

.H

.~ ,co " . -~ => 0 ~

:,w L$= ·-

PLAN ~A ~ EL o 205.693 LATERAL GUIDE CTYP.l

TOP OF CAP SEE .,__ATERAL GUIDE DETAILS"' X B2---. ,6-•10 Bl •

\ - Lr-~T4.i'~.J \ -

i

\ {\ {' r-•4Ul

{\ {' i - CTYP.l

m i

f £,."""" -i

SP-1 ~A i \_6-•11 83 i I\ SP-1-7-•5S1 10' 11-•5 Sl tAl 1'-0 .. CTS. lD" 7-•5Sl

' ro 6" CTS. i Gi> 6"CTS. 1\_sP-l Gi> 5'-0"CTS. ' I 2' 25-•5 Sl

1 =- 9-•5 S1 Gi> 9"' CTS. EL. = 201.693

i ~ BOTTOM OF CAP

~~\__EL o 201.693

I EL. = 201.693 ~ tLEVEU

i TOP OF PIER TOP OF PIER i

~::J 6'-4" i 1'-6'" 1'-6" g•-o· 9'-D"

21'-0" 7'-10"

--,.-J(-r-TOP OF DRILLED PIER I

----1£- f- TOP OF DRILLED PIER i EL. 197.000 i EL.197.000

i 3'-0 .. 0

DRILLED i DRILLED PIER i PIER

WORK LINE -----1 !

.-rPRILLED ER 1

i

I

i ! I i i ,.-SP-1

!

TIP EL. 174.400 ROTTOM OF nRTI I Fn PTFR

I i i

ELEV fJ '''" 1

12-•10 Ml tTYP. EA. COLUMN & DRILLED PIERI

6~X .!!"CONCRETE BLOCK CTYP. UNDER EA. Ml BAR)

I

~DRILLED ER 2

~CAP & ILLED PIERS~

SP-1-

i lr- SP-1

!

TIP EL. 174.400 END BOTTOM OF DRILLED PIER


ALL STEEL IN THE DRILLED PIERS IS INCLUDED IN THE PAY ITEM FOR "PLACEMENT OF SUBSTRUCTURE .... FOR DRILLED PIERS, SEE SPECIAL PROVISIONS.


THE LATERAL GUIDE AT EACH END OF THE CAP SHALL NOT BE POURED UNTIL AFTER THE BOX BEAM UNITS ARE PLACED • THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THE LONGITUDINAL REINFORCEMENT FOR THE DRILLED PIERS IS DETAILED WITH 3 FEET OF EXTRA LENGTH.

1Y2•EXP.

~ w H ~

. m • ;.,

•4 B4

AT'L. Jl. N ..

•4 U6

:,~ ~ 1 z·c•.l 1 6" 1'-o·

PLAN

CONST. JT.

ELEVATION

LATERAL GUIDE DETAIL f'U r-•o" ~T .. TI


~ ST A !ION· 13+69.04 ~

559 Jones Fronklin Rd. Suite 164 Ral.,igh, N.C. 27606 Bus 919 851 8077 Fax: 919 851 8107 LICENSE NO F-0377


STATE or -'Ill CAROLINA


SUBSTRUCTURE BENT 3

REVISIONS

~

. 0

' ;,

I i

SEE DETAIL "C'" -----. i i

....-+-.... W.P. •4

i WORKLINE

i i I i i

'i DRILLED PIER l_____s--j PIER 2 ' I~ I~

. N

:'.

8

~

:'.

3'-8"

t·-w· _ I t'-10"'

tO" 7112" 9" 7Vz" w· I I I I

9)1,·_ ! _9)1<

fIT~-~ I I I Hf I

~ .I . I • l?f/ 2"CL. 11-- ! ~

I I

I

81 lr CAP~ a/e.!./.,

. z

l1Yz" 11Yz~

SECTION A-A

21'-0"

PLAN OF DRILLED PIERS REINf~~ftrf (J~EkLt'i\'RfJ_~'j,\'iN,~ ARE

•a D1 DOWELS

6-•10 81

•s 82 CEA. F ACEl

•s 62 CFA FACEJ

•"- R? IJ:"A I="Arl="l

•s 51 CINVERT ALTERNATE STIRRUPS>

s-•u B3

BEA~" ~t,r~TER

•4 Ul~

I

~r=1 1 1\ 1 1 I . 0

:'.

~u ~ 1 \ 1 1 1 ·4

u2

. 0

:'.

~i____L_+---~--r--1~ 6"1 w 1 1o· 1 1o· 16"

SECTION X-X

12-•10 Ml BARS al 6%"CTS. ON 1'-0%"RADIUS

....- ...

o'!"Cl TO Jsp 1 ITYP.l

~ CAP & q:_ DRILLED PIER~- _ __ _ ______ _

BAR TYPES

I "'·IC G5 _), "'· 1'-s" 36'-4" 1~·-s·l

HK. (_ 0 I

I I N~~fitB'-¥~ L~~~J" 1'-5" 32'-0"

3'-2'" Ul 3'-6" U2 ,. U3

~ 10" U4 ~ =l. II" us ~ lU ~·-~· U6

:::'1 ; 1'-3'" U7 .. . - ~

;~;~!Gl ' - '--'

I 0

-::,;_ ~! ~ "'

. -<: <;-

"'

I 3'-4" I

'""";j·:~~ frl ® NLE~ I~XTR~

' '"''"~ C;j

CALL BAR DIMENSIONS ARE OUT TO OUT.l

*THE ebcb S~fRIARJ'~ :f~~Fg~CJ~GPLS1f~L0~H~~fo~~E~3bf~. D-31

15°-00'-00" ITYP.J

i ~ h

~~ '- "0 DRILLED PIER ~HERILL

DRILLED PIER i REINFORCING STEEL ~~~i~~ERING

559 Jones FronkiTn Rd. Suite 164 Rcleigh, N.C. 27606

Bus 919 851 8077 Fcx: 919 851 8107

~~ ; ~ DRAWN BY 1 ,J C PENDERGRAFT DATE 0: ~ CH£CKED BY , J.A, DILWORTH DATE

i SP-1

DETAIL "C"

LICENSE NO. F--0377

TRMSPORT" AT/ON PUNNING/DESIGN - BRIOOEISTRUCT"URf DESIGN

CNIUSfTE DESIGN - GISIGPS - CIJNSTRJ.JCT"ION OBSERIATION


BAR NO. SIZE TYPE LENGTH WEIGH1 81 5 •to 1 39'-2" 843 82 6 •s STR 36'-4" 227 83 5 •14 STR 36'-4"' 1390 84 4 •4 STR 3' 4" 9

Dl 44 I •a 1 srR 1 2'-3"

"I 24 0 10 2 33'-5"

Sl 43 •s 3 11'-6"

Ul 8 •4 4 6'-2'" U2 8 •4 4 6'-6" U3 2 •4 4 3'-B•

U4 2 •4 4 3'-10'" us 2 •4 4 3'-11" U6 2 •4 4 4'-1" U7 2 •4 4 4'-3"

STEEL

SPIRAL COL

264

3451

516

33 35 5 5 s 5 6

,794 LBS.

STEEL

I SP-1 I 2 I * SPIRAL

s 1 483'-2" 1 10oa STEEL 1008 LBS.

LASS A

I POUR 2 I POUR 3 <CAPI I POUR 4 (LATERAL GUIDE) ~~TAL CLASS A I

-

2.5 C.Y. 19.9 ).2 C.Y.

22.6 C.Y.


DRILLED PIER

POUR 1 PIERSJ

3'-0" 0 DRILLED PIERS IN SOIL

l.B C.Y.

--;;=:-;;-=...-<O-;;;c;;;,-,=,--.,-,,;3c;4'C. 7'-:-'LIN. FT. 3'-0"0 DRILLED PIERS NOT IN SOIL :

--;;-;;-;:-;;-====-__,=,.---,=="'10.5 LIN. F-3'-o• 0 PERMANENT STEEL CASING:

28.0 LIN. Fl


STATION· 13+69.04


STATE OF NORTH CloAOI.INo\


SUBSTRUCTURE BENT 3

I NO~ BY• I [)A TEl - T NOJ 8Yo I DATEI

111 I 131 I

lsHEEf NO. S-22

!I>WI 25

§. ~

~

~ ~ " h ~~

q;_ BEARINGY & DOWELS

{CAP &

TOP OF ~L,!,?,...q~.·

CLEVEU TOP OF CAP~ EL. 205.497

~Ia. '"" """ BOTTOM OF CAP & WING EL. 202.997 CLEVEU

2-•5 s1 & s2

sy;6.. .

~~~ ~t::

.i0L '

. 0

iT--+1"1:

1Yz"EXP. JT. MATERIAL CTYP. EACH SIDEl

•4 Kl CEACH FACEl (2 BAR RUNSl C2'-5"'SPLICEl

4-•9 B1

FILL

CTOP AND BOTTOM>

,-.____rr ROADWAY

PLAN

32 - •4 Ul "' 1'-0 .. CTS. ---------------32 - •s V1"' 1'-0 .. CTS. (EACH FACEl

WORKLINE

•5 B2 CEACI-1 FACEl

/fi·B~~3R~~~}~·~J .. L~p[IcE> f2"CL.

/T~- I I I !

2-•4 53 CTYP.l-

4-1

~Tfi;.,. .. J4l 5'-0"CTS. I

i i

~(HP12X53 j

~ .... ,.]"' m,. ,.__, OH

'>! H

ii

2'-9,.X 9,.X 1,. ELASTOMERIC BEARING CFIX.l CTYP.l U1 REO'Dl

TOP OF PILE EL. 203.997

A

I SYI6"

~~

rr-n·

A._ nrJ "B"BARS

4-

NOTES: STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELS.

FOR SECTION A-A, SEE END BENT 1. SHEET 2 OF 3.

FOR MISC. DETAILS. SEE END BENT 1. SHEET 2 OF 3. THE CONCRETE IN THE SHADED AREA OF THE WINGS SHALL BE POURED AFTER THE BARRIER RAIL IS CAST IF SLIP FORMING IS USED. THE LATERAL GUIDE AT EACH END OF THE CAP IS NOT TO BE POURED UNTIL AFTER THE BOX BEAM UNITS ARE IN PLACE.

PLAN CONST. JT.

<TYP.)

1'/z" EXP. Jl'."MAT'L

•4 S4

TOP OF WING EL. 209.455 !LEVEll

ELEVATION

I§ ~l..

I

LATERAL GUIDE DETAILS

IPOUR 2 BACKWALL AND I UPPER PART OF

~ WINGS

CTYP. EACH L.b TERAL GLJIDEl


S I A TION· 13+69.04

"' G"CTS !TYP.l _J ~ wuul

5-•5 s1 & sz ~ STEEL PILES j

"' 11"' CTS. CTYP.l CEACH BAYl


5'-2" 5'-2'" _j_ 5'-2'" _ !_ 2'-9'Vs"' _I_ 2'-4Ys" _! _ 5'-2" i 5'-2" -.-

HP 12x53 r.-6 STEEL PILES

i j i ; i i i

® @ o & ~ ® e

5'-2"

iii'.~~ ......,~~~~~~;NG

559 Jones Franklin Rd Suite 164 Raleigh, N.C. 27606 Bus· 919 851 8077 Fa~: 919 851 8107 LICENSE NO_ F---0377

STATE Dl' NORTH CAROLDIA


SUBSTRUCTURE END BENT 2

~ ::: REVISIONS SHEET NO.

8~ ELEVATION TRANSPORrlfT/ON PLNIN/1/GIDES/GH- BRIOOEI!irF«JCT1JRE DESIGN .. "' I '"" I~ "' I ""' S-23 ; ~ ORAWN BY 1 .I C PENDERGRAFT DATE 1 ~~ CN/USffE DESIGN - GISIGPS - CONSTRUCTION OBSERVATION I'IJI I a J.Wts cf_ ~ CHECKED BY 1 J.A. DILWORTH DATE ; 4/11 -1 25

I~ 0 ,_

~

1 0 ,_

~ t-

' "' ' ~ 0:

•4 H3

7- •4 v 2 ro t·-o· tEACH CTS.

FACE>

7'-9"

9'-G!Mc:"

~ \""V-~

I

"\...J 2"CL

::::::-1-

1'-9o/.<: ...

PLAN OF WING@

7-•4 V2 Ctl 1 •-n" f'T,_ CEACH F ACEl EL. 209.455

..... X TOP OF WING I r- (LEVELl

CEACH

LATERAL GUIDE SEE ,_ATERAL GUIDE DETAILS," END BENT 1 SHEET I OF 3

1

. t t

CONST. JT.\

8

N

~ =>

L2-•4 K2 ~ <EA. FACEJ

·f-----f-----f-----f-----f·----f-----l--ilr--1

~ ~ 1!

~

: ' ' ~

=> 0 ~

l.._ X \&\._:.~? qq7 DUI IUM OF WING

3"'HIGH B. B. m 5'-0"CTS. <LEVELl

~"~ ELEVATION OF WING@)

li ~~ i ~ DRAWN BY : J C. fFNQFRGRAFT DATE 1 0:: ~ CHECKED BY , J.A. DILWORTH DATE ,

. -<: if

"' ~I ~

' "'

1'-9~~ ..

N

'5 ~I 2-•4 K2_j

(EA. FACEJ

La4 HI

1- •4 V2 <il ,._

CEACH FACEl

7'-9'"

9'-Go/ts"'

PLAN OF WING@

7-•4 V? til 1'-Q• CTS. FACEl

lrCONST. JT.

dhi< • 0 N,_

~~

~ 0 ,_

--~~

--~-r--·-----·-----·-----~-----~-----~-----

'5 0 ~

~b',~i!9Y WING/

l.._x

CLEVELJ ;r HIGH B. B. m 5'-0" CTS.

ELEVATION OF WING~

~~

" ~1.· '"~ wl u t;

BAR TYPES·

HK.t CD ) HK.

11'-3( 39'-3" 11'-3"1

~~r-0 I 7'-<" I"' I 7::·: I:~ ~ 73

v; . '

~[:] sV2" 2'-5" sY2"

I I I I HK. ( ® ) HK.

1 2·-s· I

1'-5" 54

~

u~ CALL BAR DIMENSIONS ARE OUT TO OUT.l

2• I ~ll 2

•

I , , I

~ ~ 0 ~ ~-

~ ~ H}='4 V2 " .l ;{ ~---! CONST. JT.

BILL OF MATERIAL END BENT 2

1 TR m

STEEL

CLASS A CONCRE1E

POUR 1 CAP & LOWER WINGS

POUR 2

ls

= 3005 LBS.

..ll.l.. C.Y.

BACKWALL & UPPER WINGS .2.2_C.Y.

POUR 3 LATERAL GUIDES __Q,1_ C.Y.

TOTAL 16.9 C.Y.

I HP 12 X 53 GALVANIZED STEEL PILES NO.= 8 180 LIN. FT.

STEEL PILE POINTS NO,= 8

WBS NO. ci, FI;l FACE-- - -

~'" .u>-uU .. . Bit~

:l;; 3'"'HIGH <B.Bl

SECTION X-X

~ILL ~~i~~~~ING

559 Jones Fmnklin Rd. Suite 164 RoiBigh, N.C 27606 Bus· 919 B5l B077 Fax: 919 651 6107 LICENSE NO. F---0377

TRNISPORTATION PUNNING/DESIGN - BRJDGEIST"FM:rUR£ DESIGN

CN/USffE DESIGN - G/5/GPS - CONST"RUCT"ION OBSERIAT/ON


REPLACES BRIDGE N0.6! c;;I<F"F"T ? OF" ?

STATE OF MORTII CAROUNl


~

RALEICH

SUBSTRUCTURE END BENT 2

,._,_; NO.

Do\TEr IIIOl B~. I DATE. II S-24

ffl I II~ I

.. il ~

! ~ h

"' ~ ~I :.-1

m~\\

~I @ ~<

"'~ <V> vl~

0 ~

~ o,.

< g,~ r ;o t:b ~ 0

0 < o!!l 0

~vi 0 ~ r

~ ur • u r < "' . ~ w ~"' 0 ~

u -~ 1-. 1> <DN ' ;..

~ "'"' n • '"' N • N'

<DN

"'

~I :-:

6" COMP. A.B.C.

APPROVED J SUPPORTS ,., W~RE BAR ..., 3 -0" CTS.

I t NORMAL TO END BENT 1

,-It JTo <> i----' END BENT •t

N~

N~ •o4Al&A2

12'-0'"

11-•4 Al (i) 1'-0"CTS. <TOP OF SLAB, 2 BAR RUNSl

i i i i

11-•4 A2 Ci> 1'-o· CTS. <BOTTOM OF SLAB,

2 BAR RUNSl

BEGIN APP. SLAB STA. 12+26.72

W.P. •t STA.12+37.71

. . . \

. \ •

FILL FACE ei>~' END BENT •1 \ . . . .

• • -. . \ \ •

r+-N \

t.N i i i i

PLAN tV END BENT #l

UOINI

I

N~

N~ •4 Al & A2

12'-0"

11-•.<1 Al Cil 1'-0'"CTS. <TOP OF SLAB, 2 BAR RUNSl

11-•4 A2 Gil 1'-0"CTS. <BOTTOM OF SLAB,

\I i i i

2 BAR RUNSl

W.P. •s STA. 15+00.37

END APP. SLAB STA.15+11,36

r+-N

t.N

oj;;' ·~ ;;,t:

~.

@ ~<

"'~ :5"' V>~

0 ~ o,.

~~ rr _o vl!!! r 0

;'~ .. ;> ~"' -~ "' N

"'"' • '"' ~~

. ~

N

"'

. ' :-:

. ' :-:

- N PLAN tV END BENT #2

rr zz ww "'"' oo ffiffi " ~ 0 . 'lz ~~~ U~

SECTION N-N

3'-tY,· J I .

~A.B.C.

APPROA~ SLAB

END OF CURB WITHOUT SHOULDER BERM GUTTER

CURB

BILL OF MATERIAL APPROACH SLAB AT EB 1


*AI 26 •• STR 16'-8" 2B9 A2 26 •• STR 16'-7" 288

*81 62 •s STR 11'-2 .. T22

B2 62 •6 STR 11'-8 ... 1086

REINFORCING STEEL LBS. 1374

:E~~~~C~~~ T~~EL LBS. 1011

CLASS AA CONCRETE C.Y. 14.5

il1 a 1o

~ < ;o 0 < 0 ~

~ < w ~ u . ~ "' N

"' ~ ~ u 1o

r ~ 0

0 r r ~ 0

~ ;;;

NOTES FOR BRIDGE APPROACH FILL INCLUDING FABRIC, 4•121 DRAINAGE PIPE, AND •78U STONE BACKFILL, SEE ROADWAY PLANS.

APPROACH SLAB SHALL NOT BE CONSTRUCTED PRIOR TO COMPLETION OF THE BRIDGE DECK.

FABRIC SHALL BE TYPE 1 ENGINEERING FABRIC IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS SECTION 1056.

•78M STONE BACKFILL CCLASS V SELECT MATERIAU SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION 1016.

•78M STONE BACKFILL IS TO BE CONTINUOUS ALONG FILL FACE OF BACKWALL FROM OUTSIDE EDGE TO OUTSIDE EDGE OF APPROACH SLAB.

FOR THE 4"121 DRAINAGE PIPE OUTLETCSJ, SEE ROADWAY STANDARD DRAWINGS.

AREA BETWEEN THE WINGWALL AND APPROACH SLAB SHALL BE GRADED TO DRAIN THE WATER AWAY FROM THE FILL FACE OF THE BRIDGE AND SHALL BE PAVED. SEE ROADWAY PLANS •

THE 6•COMP. A.B.C. SHALL BE FLUSH WITH THE ROADWAY END OF THE APPROACH SLAB AND SHALL EXTEND t•-o• OUTSIDE OF EACH EDGE OF THE APPROACH SLAB •

THE CONTRACTOR MAY USE 4" TYPE B-25.08 ASPHALT CONCRETE BASE COURSE IN LIEU OF 5• COMP. A.B.C. IF THIS OPTION IS USED, THE BASE COURSE SHALL BE FLUSH WITH THE ROADWAY END OF THE APPROACH SLAB, AND THE WIDTH SHALL BE THE SAME AS THAT OF THE APPROACH SLAB.

THE CONTRACTOR tolAY USE S"CLASS "A" CONCRETE BASE IN LIEU OF 6" COUP. A.B.C. IF THIS OPTION IS USED, THE CONCRETE BASE SHALL BE FLUSH WITH THE ROADWAY END OF THE APPROACH SLAB, AND THE WIDTH SHALL BE THE SAME AS THAT OF THE APPROACH SLAB. THE CONCRETE SHALL BE FINISHED TO A SMOOTH SURFACE AND A LAYER OF 30 LB ROOFING FELT SHALL BE PLACED BETWEEN THE CONCRETE BASE AND THE APPROACH SLAB TO PREVENT BONO. THE APPROACH SLAB SHALL NOT BE CAST UNTIL THE CONCRETE BASE HAS REACHED AN AGE OF THREE CURING DAYS.

FOR JOINT DETAILS, SEE 'PRESTRESSED CONCRETE BOX BEAM UNIT ...

THE JOINT AT THE END BENT SHALL BE GROUTED AS SOON AS PRACTICAL AFTER THE CONSTRUCTION OF THE APPROACH SLABS.

APPROACH SLAB GROOVING IS NOT REQUIRED •

TEMPORARY DRAINAGE AND TEMPORARY BERM AND SLOPE DRAINS WILL BE PAID FOR UNDER THE LUMP SUM PRICE FOR APPROACH SLABS, SEE ROADWAY STANDARD 1622.01.

THE BRIDGE APPROACH FILL SHALL BE PAID UNDER THE LUMP SUM PRICE FOR 'BRIDGE APPROACH FILL - SUB REGIONAL TIER, STATION 13+69.04• •

THE BRIDGE APPROACH SLABS SHALL BE PAID UNDER THE LUMP SUM PRICE FOR 'BRIDGE APPROACH SLAB" •

SPLICE CHART BAR SPLICE LENGTH

•4 At 2'-0 ..

•4 A2 1'-9"

BILL OF MATERIAL APPROACH SLAB AT EB 2


*AI 26 •• STR 16'-8~ 2B9 A2 26 •• STR 16'-r 288 WBS NO. 42815.1.1

*"' 62 •s STR 11'-2 ... T22 FRANKLIN COUNTY B2 62 •6 STR u·-a· 1086 STATION· 13+69.04

REINFORCING STEEL LBS. 1374

!~EPOXY BOATED LBS. 1011 REINFORCING SEEL


CLASS AA CONCRETE C.Y. 14.5

ST ... TE OF -Til CAROLim


STANDARD

559 Jones Fronkljn Rd Su~e 164 Raleigf., N.C. 27606 Bus 919 851 8077 ~~

':! ~ REVISIONS SHEET NO. 8 ~ TRANSPORTATION PLANNING/DESIGN - 8RII»E/ST"Rf./CrUR£ DESIGN HO~ ar, DATE• No BY• DUEl S-25

SECTION THRU SLAB CURB DETAILS

Fax: 919 851 8107 LICENSE NO_ F-0377

BRIDGE APPROACH SLAB FOR PRESTRESSED CONCRETE

BOX BEAM UNIT (SUB-REGIONAL TIERl

; :;;) DRAWN BY r .! C PENDERGRAFT DATE r ---..WLI ai/USffE DESIGN GISIGPS - CONS1'RUCrKJN OBSEFNATION 'IJI 131 Wlfs 0: ~ CHECK£0 BY 1 J.A. DILWORTH DATE 1 4/11 _J 25

+

+

DESIGN DATA: SPECIFICATIONS - - - - - - - - - - - - - - -

LIVELOAD -----------------

IMPACT ALLOWANCE - - - - - - - - - - - - - -

STRESS IN EXTREME FIBER OF

STRUCTURAL STEEL - AASHTO M270 GRADE 36

- AASHTO M270 GRADE SOW

- AASHTO M270 GRADE 50

REINFORCING STEEL IN TENSION

GRADE 60

CONCRETE IN COMPRESSION - - - - - - - - - -

CONCRETEINSHEAR -------------

STRUCTURAL TIMBER - TREATED OR

UNTREATED - EXTREME FIBER STRESS

COMPRESSION PERPENDICULAR TO GRAIN OF TIMBER - - - -

EQUIVALENT FLUID PRESSURE OF EARTH

MATERIAL AND WORKMANSHIP:

A.A.S.H. T .0. CCURRENTJ

SEE PLANS

SEE A.A.S.H. T .0.

20,000 LBS. PER SO. IN.





SEE A.A.S.H.T.O.


375 LBS. PER SO. IN.

30 LBS.PER CU. FT.

CMINIMUMl

EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2006 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES"OF THE N.C. DEPARTMENT OF TRANSPORTATION.

STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL BE HOT ROLLED.

CONCRETE: UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE

USED FOR All PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES, ABUTMENT BACKWALLS,AND APPROACH SLABS;ANO CLASS B CONCRETE SHALL BE USED FOR SLOPE PROTECTION AND RIP RAP.

CONCRETE CHAMFERS: UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON

STRUCTURES SHALL BE CHAMFERED 3/4"WITH THE FOLLOWING EXCEPTIONS: TOP CORNERS OF CURBS MAY BE ROUNDED TO 1-1/2"RADIUS WHICH IS BUILT INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS SHALL BE ROUNDED WITH A 1/4"FINISHING TOOL UNLESS OTHERWISE REQUIRED ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A l/4"RADIUS WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS.

DOWELS: DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL

BE EMBEDDED AT LEAST 12"INTO THE OLD CONCRETE AND GROUTED INTO PLACE WITH 1:2 CEMENT MORTAR.

REV. EH6-95 EEt.t (.1) RGW REV. 5-T-OJ RW'If Ill JTE REV. 8-16-9'3 RWW IIILES REV. 5-t-06 TLA Ill Gt.t

5/2]/2011 2o09157 Pill Po\4100\MAOS()().!B\STRUCTURE\OGN\SN.dgn

STANDARD NOTES

ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT, ETC. IN CASTING SUPERSTRUCTURES:

BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE.

ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND ACTUAL BEAM CAMBER.

IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK, AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.

DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE FALSEWORK OR FORMS IS STARTED.

REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO

PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT TO OUT AS INDICATED ON PLANS.

WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE INDICATED ON THE PLANS. WHEN BAA SUPPORT PIECES ARE PLACED IN CONTINUOUS LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.

STRUCTURAL STEEL: AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE 7/8"0 SHEAR STUDS FOR THE

¥4•0 STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT THE RATE OF 3- 7/8"0 STUDS FOR 4- 3/4"0 STUDS, AND STUD SPACING CHANGES SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8"0 STUDS ALONG THE BEAM AS SHOWN FOR 3/4"'0 STUDS BASED ON THE RATIO OF 3 - 7/8"0 STUDS FOR -4 - 3/-4'"0 STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0",

EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY. AT HIS OPTION, SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/16"'IN THICKNESS AND DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2"0R A THICKNESS 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". ELECTROSLAG WELDING WILL NOT BE PERMITTED.

WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY 1/16 INCH OR EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING, OR METALLIZING.

HANDRAILS AND POSTS: 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 ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.

METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE. FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS.

SPECIAL NOTES: GENERALLY.IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL

GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER All. SEE SPECIFICATIONS ARTICLE 105-4.

ENGLISH JANUARY, 1990

STD.NO.SN

See Sheet 1-A For Index of Steets

co N ~ ~ ~

~ 0

~

NCDOT PRO]BCT B-5218

.~·

' -\:/' --~ /

1451

1457

I,

I

1451

1461

:ENllff,l,LLE

J

~ VICINITY MAP

.. ..

~ ~

: .. =~ ~~ GRAPHIC SCALES

: ~ l 2,5 0 50 lqo :: nub I rt ~g P~S -(0).#1--(0j. t....._ ~ ::: ~ l 25 b so 100 ~::~ ~ 1111 I d ~1:~ 0~ PROFILE (HORIZONTAL) ~<>z ~ .. ~ Vl-EBW ~ ~ 0 10 20

::~ r 'llllb I d 1:!! ......, PROFILE (VERTICAL) ......

• m SR lfSZ

BEGIN NCDOT PROTECT -L- STA 10 + 05.00

INDEX OF SHEETS

SHEET NO. DESCRIPTION

UO-! TfTLE SHEET

U0-2 UTIUTIES BY OTHERS PLAN SHEET

ftA'n I R'Aft .,._ - -

OF NORTH CAROLINA STATJE DIVISION OF HIGHWAYS

NC

UTILITIES BY OTHERS PLANS FRANKLIN COUNTY LOCATION: BRIDGE #61 OVER SANDY CREEK

ON SR 1451 (LEONARD RD.)

TYPE OF WORK: UTILITIES RELOCATION

WNCW •

END NCDOT PROTECT -L- STA. 17 + 50.00

UTlUTY OWNERS ON PROJECT

IJ PROGRESS ENERGY CAROUNAS,!NC. (PCJNER/0/STRIBIJTIONJ

2! CEifTURYUNK rTELEPHONE!

559 JONES FAANI:l.IN RQ).D

·~~ ~lolgO, N.C. 27606 au., 919 8518()77 r..., 919 851 8107 ~; F-0377

vm.nY COORlll>,UnR

Prepared by

~ILL ENGINEERING

lWiNY PVRI'JWI

~ J.Ro6m......., lhmdA.&,Nl

SU~~nL.~

B-5218 U0-1

-DIJIISION OF HIGHWAYS UTIUTlBS COORDINATION UNIT

1m AUll. SDJIIC&t C1INf1UI.

"""""' NC """""" I'BOia. (9111) 2JI-4l2l I".U (MI) :1M4Uf

STA.1E UTlUTY AGENT

AR&t Ul1LlTY AGENT

VTILlTY AGENT

~I

" •

• • • • • • • • : • • • : ~ .g .. •• •• •• ""'' ~: ~! ~! .. , :: :: ..

+-43.66 c"T~.c-=u-oo::Li!!-~,~.

Q

// /

+/ """'OJH-

.9X' .p· /

/

8 ELWOOD FRAHK BALASH

DB 976 PG 806

_A£ +~~lf + ~ .ih,v PUE PUE PUE! -t---,--

~ SO'TPPER

0 ELWOOO FRANK BALASH

D9 91& PG 806

I !!l

II 0 SHELIA F. ALLEN ond, (i[O~~E~. f:;fER

•

)\

PROJECT REFERENCE NO. SHEET NO.

B-5218 U0-2

UTILITIES BY OTHERS

NOTE: All PROPOSED UTILITY WORK SHOWN ON THIS SHEET WILL

BE DONE BY OTHERS

"'" -0, rNf,-47.<15

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