plans for construction

' •

0 Ill/I.E

UTILITIES

WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DIVISION OF HIGHWAYS

PLANS FOR CONSTRUCTION OF

STATE HIGHWAY KING LEAR ROAD

STATE PROJECT NO. S319-2515-1.74 FEDERAL PfiOJECT NO. NFA-TIM5(003)

COUNTY ROUTE NO. 25'5 KABLETOWN DISTRICT JEFFERSON COUNTY

ROAD LENGTH : STA. 22+50 TO 24+00 = 150 L.F. = 0.022~ MILE

1"\b t tc State Stat. fl'derst f laOCII "'"' ·~ .. Dlat. Pr-oJect Project Mo. ,_ Cau'IIJ ... Olv. .. . No.

05 5319 NFA-TIMS •. v. -251 5- 1992 JEFFERSON 1 1. 74 1003)

PENN§YL VANIA

.:... ~'\,~ G....;, 0 DISTRICT NUMBER

~~ = DISTRICT OFFICE

WEST VIRGINIA L)EPARTMENT OF TRANSPORTATION

£)/VISION OF fi/GHWAYS

£)/ STR!CTS AN£)

£>/STRICT fiEADQUARTERS

TYPE OF CONSTRUCTION

Tote I

'"

NONE ENCOUNTERED BRIDGE LENGTH : STA. 22+93.17 TO STA. 23+26.83 33.66 L.F. = 0.0064 MILE

GRADE, PAVE, AND BRIDGE

SCALES

PLM HOR. 2Dn.

VEFU. o PROFILE ffOR. o

IJES/GN IJES/GNATION

2D "·

A .£) .T .[IJ1!1!.L·.!"!'! ............... ..

A .£) • T t _ -------------------

£) .If .v •··························· £) ........ ........................ .. .

T ··------ ·----- ---- ----------------

V · ··-----------------------------·--

•

CONVENTIONAL SIGNS ----

------------- -/P.------X X-X----XX-XX----··· ···-···-

SlATE UN£

~l{ry UNE

CORP0RATION 'JNE PFIOf'!ISED RIW UN£ PfiOF~RTY UN£ £XI'iT'VG FENCE PRn•-'05£0 FENCE

ELu OF STREAM

• • • • • PROPOSED GUNW RNL --0 0- EXISTING GUARD R/>IL

-G--G-G-- W W - W -

-T T- T-- E E - £ -

RI>ILK·'? GA ~h€

WAT ' UN£ . --EI fONC. UN£

EL.. )/C UN£

TEl£- JNE POLE

PCWER "'LE

PROJECT BEGIN ROADWAY ~$~3¥19~-~25~/~5~-~1.~74~----~~ ST A. 22•50 -........

• • • • COMBINED PO!IER NID TELEPHONE POLE

D

-¢r

TREE

SHRUB

RIGHT OF WAY MARKER

PROJECT NO. 5319-25/5-1.7 4 NFA-TIM5f003J

' ' I ' ' ' I I ' ' I I

' ' I I ' ' I I

' ' I I I ' I I

' ' I I ' ' I I

' ' I I ' I

' I ' I

LAYOUT SCALE 0 !10 "·

INIJEX TO SfiEUS

NO. DESCRIPTION

1 1 TITLE

2 1 GENERAL NOTES, TYPICAL, & SUMMARY OF QUANTITIES

3 1

QUANTITY TABLES

4 1 REFERENCE POINTS & BENCH MARKS

5 ( MAINTENANCE OF TRAFFIC

6 I PLAN SHEET

7 PROFILE SHEET

8 - 15 1 BRIDGE #3975

16 CROSS SECTIONS

ZNJJ _____ _

ST A. 24•00

NOTES:

.

~~ Fl. :Vf<;tnN.c:; - • ~~. _ .. .. .-/k;_l9.9.t

I HEREBr CERTIFY 1 rYAI 1m~ IS A CORFICT COPY OF THE

PLNIS OF PROJECT ~~ .. /?:?¥~!l.'! .... !Jf.tr:!JJl~JJ!lJ1. .........

-- ------.. ;;t;t C.•!J'... --- -- -------BiJSINESS IINIIGER

STANDARD DETAIL BOOK VOL. 1982 & VOLUME I I

I DATED DATED APR! L I,

APRIL 2, PROJECT.

1985, SHALL APPLY TO THIS

RECOMMENDED

RECOMMENDED

FOR N'PRfN!>L .... St ...... l!iGi#i".E.iiGiNE~ ....... ;z;,7 N'PRfNED .... 2~f .. H)iffi.viJi$~.a .......... .. N'PRfNED

f- ......................... aioiiSi6ii'ibiitiiisrfl'i.toii .................... "'DIIT~·"·· ........ ,

U.S. DEPARTMENT OF TRNISPORTATION FEDERI>L HIGINIAY ADIIINISTRAT/ON

. . . •

GENERAL NOTES

GOVERNING SPECIFICATIONS THE WEST VIRGINIA DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATIONS, ROADS AND BRIDGES, AS CONTAINED IN THE BOOK

ENTITLED WEST VIRGINIA DEPARTMENT OF HIGHWAYS, STANDARD SPECIFICATIONS, ROADS AND BRIDGES, ADOPTED 1986, AS AMENDED BY THE WEST VIRGINIA DEPARTMENT OF HIGHWAYS, SUPPLEMENTAL SPECIFICATIONS, JAN. I, 1992 THE CONTRACT DOCUMENTS, AND THE CONTRACT PLANS ARE THE GOVERNING PROVISIONS APPLICABLE TO THIS PROJECT.

TEMPORARY FENCE \

TEMPORARY FENCE HAS BEEN ADDED TO THE CONTRACT TO CONTROL THE ANIMAL STOCK IN THIS AREA, AND SHALL BE PLACED AT THE DIRECTION OF THE PROJECT ENGINEER. PLACEMENT OF SAID FENCE MUST NOT SEVER THE WATER SUPPLY (BULLSKIN RUN) TO THE LIVESTOCK . THE COST OF ALL WORK SHALL BE PAID FOR UNDER ITEM 608-03(3'11"), "TEMPORARY FENCE", PER LINEAR FOOT

SUMMARY ROADWAY

================================================================================ LINE ITEM DESCRIPTION ALTERNATE UNITS QUANTITY

================================================================================ 001 201-01

,_

003 207-01

004 207-34

005 307-01

006 409-02

ClEARING AND GRUBBING

MOBILIZATION

UNCLASSIFIED EXCAVATION

FABRIC FOR SEPARATION

CLASS l AGGREGATE BASE COURSE

BITUMINOUS MATERIAL

007 607-0l(l!I) TYPE 1 GUARDRAil

008 608-03(3'11") TEMPORARY FENCE

LS 1

LS 1

CY 207

SY 351

CY 84

GA 145

LF 225

LF 200

OF QUANTITIES BRIDGE

-------------- -------================================== =========================---------------------

019 203-01

020 211-02

021 212-01 \

022 . 212-05

023 601-02

024 602-02

DISMANTLING STR UCTUR ES

ROCK BORROW EXCAVATION

STRUCTURE EXCAVATION

SELECT MATERIAL FOR BACKFILLING

CLASS B CONCRETE

EPOXY COATED REINFORCING STEEL BARS

025 616-04(HP 12X53) STEEL BEARING PILES, DRIVEN

LS 1

CY ~ 40

CY 134

CY 28 .

CY 58

LB 3336

LF 290

i •

. . '-

,,. . , ..

- '

026 622-07 STRESSED TIMBER DECK, TYPE B, FABRICATED AND INSTALLED

. ' 009 • 636-11

010 636-13

011 636-25CA)

012 636-25(8}

013 638-02 "

014 642-14

015 401-01(1)SG

016 401-0l(l}S

017 401-02Cl)SG

-- ~-· - __ ..........___ 018 401-02(1}5

TRAFFIC CONTROL DEVICES

CLEANING OF INDIVIDUAl TRAFFIC CONTROL DEVICES

~IARNING liGHTS

HARNING LIGHTS

RIGHT OF WAY MARKERS

TEMPORARY POLLUTION CONTROL BRIDGE PROJECTS

HOT-LAID BITUMINOUS CONCRETE BASE COURSE, STONE OR GRAVEL

HOT-LAID BITUMINOUS CONCRETE BASE COURSE, SLAG

HOT-LAID B!~UM!NOUS CONCRETE li EARI NG COURSE, STONE OR £?RAVEL

-HOT -tAID~ ~riTUMIHOus CONCRETE HEARING COURSE, SLAG

UN 2576

EA .· 40

DA 960

DA 96 0

EA

LS

AA1 TN

AA2 TN 52

' BB1 TN 21 - --BB2 TN 20

. '!1::: .. -., .

~q .. .-· . -;-__ . ' ,.

- v

'

027 622-20

639-01

I;PHC · · A' c.. I

.. -_.

STRESSING HARDWARE

CONSTRUCTION lAYOUT STAKES

MF

LS

LS

I

14

1

1

4'-o"

i-d' 1o'-o"

G R. AS PER PL~N S ,

10'- o·

~ -.... wv

2'-o'

~-- ~ ... ·:--· -- --S31~.

05 -25/, 1.74

NFA-TIM5

(003)

6'-o" MIN.

AND SPECS -------..:-~L- 112' /FT. 3/16"/FT. 112"/FT.

SLOPE AS SHOWN ~__..,::.....----:::::::::::~~v~~/£~"~1~~~===t=~~"~~~~-i~~=~~===-----Z!...::::::2~:~' "'----..L/ ON CROSS SECTIONS 1 "

3/16~FT.

4

I"

2 3 4 5 4 4" 9"

MAINLINE TYPICAL

ITEM 401 -02Cil

LEGEND

HOT- LAID BITUMINOUS CONCRETE WEARING COURSE, STONE, GRAVEL, OR SLAG,TON

(

--· 1992 JEFFERSON 2

SLOPE AS~ ON CROSS SECTIONS

® ITEM 401-0I( /) HOT- LAID BITUMINOUS OR SLAG, TON

CONCRETE BASE COURSE STONE, GRAVEL,

0 0 ®

ITEM 409-02

ITEM 307-0I

ITEM 207-34

BITUMINOUS MATERIAL (FOR ESTIMATING GAL. PER S.Y.l, GAL.

CLASS I AGGREGATE SASE COURSE,C .Y.

FABRIC FOR SEPERATION, S.Y.

NOTE: THE PAVEMENT DESIGN MIX ON THIS PROJECT WILL WITH MEDIUM TRAFFIC CATEGORY IN MP 401.02.22

I. ,6"min. 1 . 1" • ~ ~ I r --·1// ///A EXISTING 3'~ ,..,.....,..-V // /L )_ PAVEMENT

I"' . , I

TIE-IN DETAIL

PURPOSES USE 0.60

BE IN ACCORDANCE TABLE I.

16

-.

STA: 22 ·50

STA. 24+00 REVISION DUE BY

WEST VIRGINIA DEPARTMENT OF HIGHWAYS

GENERAL SUMMARY OF

& TYPICAL

NOTES, QUANTITIES, SECTIGN ,

lL-----------------------------------------------------------------------------------------------------------------------------------------------------------~----------------------------~

I"I.D l ie St• t • st•te FMr• l Fl- 1 ,,_, To t• I - Dl • t · l"r OJ«<t p,.oj~te t No. '" '

,_, ·~ ShMt •

Dlv. ~ ~

w.v. 05 -~~a- NFA-TIMS 1992 JEFFERSON 3 16 1. 1003)

* GRADING SUMMARY * CLEARING & GRUBBING RIGHT OF WAY MARKERS LOCATION UNCLASS. UNSUIT. USABLE SHRINK ADJUST. UNCLASS. SELECT TOTAL EXCESS! +)

LOCATION OFFSE T EXCAV. EXCAV . EXCAV. OR EXCAV. Et.eANK. Et.eANK . Et.eANK. OR AREA AREA ITEt.l SWELL IIORROIII -I REt.lARKS REt.lARKS STATION REt.lARKS

STATION STATION 207-01 STATION STATION S.F. ACRES LEFT RIGHT c.v. c.v. c.v. c. y. c.v. c.v. c.v. c.v. c.v. 22+50 22+93.17 78 78 o.8s 67 67 22+50 22+93 .1 7 1597 o.o~ 22•16.29 23'

22•16.29 40' 22+93.17 23+26. 83 38 - 38 0.85 32 - - - 32 22+93 . 17 23+26.83 1309 0.03

22•16.29 17' 23+26.83 23+50 25 - 25 o. 8s 21 - - - 21 23+26.83 23+50 869 0.02 22•16.2!1 40'

·- 1-- 56 23+50 24+00 66 66 o.8s 56 23+50 2HOO 1675 o.~ 23•32.113 18' - - -23•32.13 32' -

--23•32.63 22' 23•32.63 44'

TOTAL 207 207 176 176 TOTAL 5450 0.13

PAVING QUANT ITIES * SEEDING & MULCHING LOCATION I TEt.l I TEt.l I TEt.l I TEt.l ITEt.l I TEt.l I TEt.l I TE t.l I TEt.l LOCATION 401-o2111 401-o2111 401-il112 I 401-Q112 I 409-01 409-01 409- 02 307-01 207- 3<4 AREA AREA

LENGTH PRIN. ALT. PRIN. ALT. PRIN. ALT. F-JC FO'I REMARKS REt.lARKS STONE 0'1 SLAG STONE 0'1 SLAG STONE 0'1 SLAG SEPARAT I ON s.F. ACRES STATION STATION GRAVEL GRAVEL GRAVEL STATION STATION TON TON TON TON TON TON7t GAL. c. v. s.v.

22+50 22+93.17 43.17 5 5 21 19 \ so 30 120 22+50 22+93 . 17 237 0 . 01

\ I 22+93.17 23+26. 88 33 . 66 7 6 0 0 \ I so 0 0 BR IDGE DECK 22+93.17 23+26.88 0 0

\ I 23+26. 83 23+50 23 . 17 3 3 11 10 .1_ I 31 18 72 23+26. 83 23+50 162 o.oo

\ I 23+50 24+00 so 6 6 25 23 \ II 67 36 57 23+50 24+00 275 0.01

J.. I 1\

I \_ I \

I \ I \

I \ TOTAL 150 21 20 57 52 .I ' 145 84 351 TOTAL 674 0.02

GUARDRAI L LOCATION ITEt.l 607-01 I TEt.l

607-29 I TEt.l

607-30 ITEt.l 607- 25

CLASS I I I CLASS I I c.s.T. REt.lARKS STATION STATION e.c . T. S. T.E. T.

LEF T RIGHT LEFT RIGHT A B 22+50 23+57 112.5 '\ I 1'.. /

\ I '\. / 22+50 23+75 112.5 \ I '\. /

\ I '\. / * FOR INFORMATION ONLY \ I '\ v

\ I '\.. / \ II '\./ I X

I 1\ /'\. /_ \ [ \

I \ / 1\.. I \ / '\.

~~ I \ / '\. REVISION DATE BY

r~ol~-~yr I \ / '\. rAT

TOTAL 125 If ' v '\ Ill v

QUANTITY TABLES 3 IIIOADWAY D•eiO.JI

Cl I I I I F

r I I I I I I I F

F' ~K N~IL I

~ 1!3

t><-{ ~ NBC IN c.OJ · I f FENCE POST

f I I NBC IN I I FENCE POST I I I

C0 STA. 20+00 N 10000.00

NBC INS' FENCE POST ~~~O' I

E5000.00

HBT ( 74.91' FROM P.l.)

NBC IN FENCE POST

STA. 23 + 06.38 PO.S.T N 10165.11

NBC IN FENCE POST

f

NBC IN r FENCE POST

E4826.15

r I

STA. 25 +91.15 L..:(§)::::...__N!:!..'I..loLo/. I 0 3.L.J...:o 715.u.i I __ .... E:= · 4l.§R 9 4

Pl .

®

Cl I I I f

IB.OB' NBC IN NBC I FENCE POST

I I .

I~ J I 17o-I I NBC IN

FENCE POST

I I

STA. 21 + 04.02 PC. NIOOI4.02

R.R. SPIKE

E 4896-87

NBC IN 12" BOX ELDER

~.NBC IN 10" BOX ELDER

f-

I

STA. 23 +74.66 pI . NI0234.7B E4829.38

CG_

I I

FENCE POSTf I.Q~.>j

f~NBC ro"" '~."' · I

NBC IN I FENCE POSTf

l I

STA . 26+90.04 PT. NI0458.68 E4624.72

R.R. SPIKE 23 + 74.66 PI .

H BT 74.91 FROM P.l. P. O.S.T.

NOT SET 22+31.47 Pl .

P.K . NAIL 20+00

Cl I

NBCIN ~ FENCE POSTr <1 , I I NBC

I f

' a}" I o·

f <t< I

I NBC IN

P.O.T. BEGIN

FENCE POST I

0

I I STA. 24+78.58 NI0292.12

I I

NBC IN I

Ec"~A 'I?

f~~ P.K. NAIL oo

'~.~ ' NBc IN I

FENCE POST f I

J I

PC.

STA. 27+73.06 POT

....... u: .TAT11

lltOiiiH Dtn. D•• · •••

wv 5

•un '""-... ,.,_, ....

co .... n ... ,.n -J .... o . -OJ .... 0 ·~· •••

5319 NFA-'f\M5 -2515 l 003) 1991 JEFFERSON 4

I. 74

B.M. #1 - Elev. 1000.00 R.R. Spike in 20" Box Elder 97'(+-) Lt. of Sta. 21+34

B.M. #2 - Elev. 1 00 1.6 6 R.R. Spike in 16" Elm 43'(+-) Rt. of Sta. 27+47

Pr" NORTHING EASTING

I 10,000 .00 5,000.00

2 10,014.02 4,89687

3 10,165.11 4,826.15

4 10,23478 4,829. 38

5 10,292.12 4,744 .52

6 10,37151 4,657.94

7 10,458.68 4,624.72

8 10,540.46 4,608.15

TOTA L

•"en•

)II>

NI0~40.46 ~ ~~ .I£L5 ________ -{====i====j===================+==+=~

~~~~~~======~R~EV~IS~IO~N ::::::::tO~AT~E~B~< ~ WEST VIRGINIA DEPARTMENT OF HIGHWAYS

REFERENCE POINTS

4 ~--------------------------------------------------------------------------------------------------------------------------------------------------~-------L------------------------------~

PIAILC su,T£ sm; F<CER>l '"'"' "*'" TOT"-

""""' OIST, PRO.ECT PRO.£CT HO. Clli>ITY .... '""'" o•. .... "'· ""'

531q NFA- TIM5 w.v. 05 2515- 1992 JEFFERSON 5 '" 1.74 ( 003)

MAINTENANCE OF TRAFFIC NOTES

TRAFFIC CONTROL SUMMARY TRAFFIC CONTROL DEVICES QUANTITIES ~OTAl U<ITS

!. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH SECTIJN

QUANTITY 636 OF THE WEST VIRGINIA DEPARTMENT OF HIGHWAY STANDARD DESCRPTI.JN I~:?~~DN irriiiA~:-s-rn. · iirio11~ :~~-' 360 ITEM NO UNIT

I 'l0 4 SPEC~ICATIONS , ROADS AND BRIDGES, ADOPTED JANUARY 1. 1986, TOTAL ~lSAND 60 4 240 THE SUPPLEMENTAL SPECO'ICATIONS, JANUARY I, 1992 AND THE

636-02S AGGREGATE FOR MAINTAINING TRAFFK:. SLAG TON 2 16 Sf.l MANUAL· TRAFFIC CONTROL FOR STREET AND HIGHWAY CONSTRUCTION 636 -02SC AGGREGATE FOR MAINTAINING TRAFFK:.STONE OR GRAVEL TON 3 ~ ON PERM ANENT POSTS IIlii 8 Sellil AND MAINTENANCE OPERATIONS, JULY 1985• WHICH IS MADE A PART SliN AREA ~ 16 SF.I

I rroi.f~ MiA '("ii;N~f.ru~'" OF THIS CONTRACT AND THE TRAFFIC PLAN FOR INDIVIDUAL SEGMENTS 636-03 BITUMINOUS MATERIAL FOR OUST PALLATIVE GAL. 4 70 4 281il AS DESCRIBED IN THESE PLANS.

636 -04 CALCPJM CHLORllE FOR OUST PALLATIVE TON 5 BARRI:ADES - TYPE I 31!

636 -05 TEMPORARY STRUCTURES FOR MAINTAI'JING TRAFFK: L. s. 2. THE QUANTITIES OF TRAFFIC CONTROL DEVICES HAVE BEEN 1NCREASED 6 BARRI:AOES - TYPE II 60 636 -06 PLOT TRUCK AND DRIVER DAY BY 15 PERCENT FOR USE AS DIRECTED BY THE ENGINEER WHEN

636-07 ERAOICAHJN OF PAVEMENT MARKINGS L. F. 7 BARRK:ADES - TYPE Ill 78 8 561il UNANTICIPATED CHANGES 1N THE TRAFFI: CONTROL PLAN OCCUR.

636-0B TEMPORARY PAVEMENT MARKINGS - PAI'JT L. F. 8 DRUMS 31! 3. REFLECTIVE SHEETING ON TEMPORARY TRAFFIC CONTROL DEV ICES

636 -09 TEMPORARY PAVEMENT MARKINGS- TAPE.TYPE VIB L. F. 9 CONES 5 SHALL BE OF NEW CONDITION AT BEGINNI'<G OF THE PROJECT LFE. 636 - 10 TEMPORARY RAISED PAVEMENT MARKERS - TYPE TCZ EACH

~ NIGHT VISIBI.ITY AND LEGIBUTY SHALL BE MA INTAINED.

18 18 636 - II TRAFFIC CONTROL DEVICES UNIT 2.576

II 8 8 ' 636 - 12 CLEANING OF PROJECT TRAFFK: CONTROL DEVICES EACH

636 - 13 CLEANING OF INOIV[)UAL TRAFFK: CONTROL DEVICES EACH 48 SUBTO TAL 2.241il 636 - 14 FLAGGER HOUR

15% OF SUBTOTAL 336 CONTACT THE EMERGENCY SERVICE BEFORE

"' THE CONTRACTOR SHALL

636-15 TEMPORARY GUARORAL CHANNEL~AT[)N OEVK:E L. F. J2.576

CLOSING THE BRIDGE. 636-16 REMOVE & RESET TEMP.GUARORAI. CHANNEL~ATON DEVICE L. F. TOTAL 636 - 17 TEMPORARY CONCRETE BARRER L. F. 636 - 17 - 1 DOH FURNISHED TEMPORARY CONCRETE BARRER L. F.

636 - IB REMOVE & RESET TEMPORARY CONCRETE BARRER L. F. SEQUENCE OF CONSTRUCTION 636 -18-1 REMOVE & RESET DOH FURNSHEO TEMP.CONCRETE BARRER L. F.

636-19 TEMPORARY GUARDRAL 8ARRER L. F. !. USE CASE B5 , INSTALL RII-2A !BRIDGE CLOSEOIIN LIEU OF ROAD CLOSED SIGN. INSTALL TYPE Ill BARRICADES AT STA. 22 ·ee AND

636 -20 REMOVE & RESET TEMPORARY GUARORAO... BARRER L. F. STA. 24·5e. REMOVE EXISTING BRIDGE AND CONSTRUCT NEW BRIDGE 636 -21 ELECTRIC ARROW DAY AND APPROACHES.

636 -22 CHANGEABLE MESSAGE S~N DAY

is36 -231 I TEMPORARY TRAFFIC SIGNAL L. S.

636 -24 TEMPORARY PPE FOR MAINTAINING TRAFFIC L. F.

~36-251AI WARNING LGHTS DAY 'l6ll

~36 - 251B WARNING L~HTS DAY 960

~36 - 251C WARNING LIGHTS DAY

636 -261 TEMPORARY LIGHTNG L. S.

636 -28 SHADOW VEHICLE DAY

-

REV SON SHEET REV ISDN DATE BY NUMBER NUMBER

MAINTENANCE OF TRAFFIC KING LEAR ROAD BRIDGE

JEFFERSON co. 5

I I

NOTE: Animal stock on this property to be controlled by the placement of temporary fence at the direction of the Project Engineer .

I

22+86.29

8M# I RR SPIKE IN

lei 20" BOX ELDER 97' LT. BASELINE STA. 21+34

•

I

I I

•

I

17' & 40' 22+38

TA 22•50 15' LT. 26 , T

WI BUFFER END L •

•

22+00 3 I' RT.

Radius : Deflection :

Length : Tangent :


Length : Tangent:


Length :

------

22+86.29

23' & 40 ' RT.

23+32 .63 18' & 32 ' RT.

Curve Data P . I . Sta.

249. 11 48'38 '09 . 94" R 211.46

25+91 . 14 Long Chord :

External Dis : Middle Drd :

112 . 57 Deg . of Curve : Curve Data

P.r. Sta. 49 . 39 80'47 '29 .87 " L 69.64

23+74 . 66 Long Chord :

Externa l Dis : Middle Drd :

42.03 Deg . of Curve :

Curve Data

P. I . Sta. 1 01 . 41 102'59 '04 . 95" R 182 . 28

22+31 . 47 Long Chord :

External Dis: Middle Drd :

23+50 50' RT.

2 05 . 1 7 24 . 25 22 . 10 23'00'00 . 69"

64 . 02 o. 46 11 . 78 116' 00' 24 . 63"

158 . 71 61 . 46

I I

i t I I I I I I I I I I

N I I I I I I I I I I

I

I

I I

/ I

22+9 8

52 ' LT . ' -+-

"' -+-

I

I I

/

I

/ /

/ /

/

23+32.63 /

/

22' & 44' LT. ~"' ('~

<0~// / /

/

/ /

/

~ ~~

'ft. /

/

END R DWAY PROJECT S31 - 515-1 .74

END TAPER STA. 24•00 7.5'RT

BEGIN TAPER ST A. 23• 75 10'RT

NO DRIVE TIE IN STA. 23•84 18'RT

23+82 2 I' RT.

23+75 39' RT.

END GUARDRAIL

ST A. 23• 75 16' LT. WI BUFFER END

/

'1,'1~------/

/

PI&JC STAT!: STAT[ .......... "''"' ,_, TOT #II.

""""' ... _ ""'"'"'' ~Cl MO. COOO'Y

""'- .._ .._ ..... ..,_ ''""" - _,_

w.v. • - ..., - ace•• " I~ 1.74

26'50 271XJ -----------+-----------?SJ§L - - - - s:i

.- _./ ... .- .-' ,------c.._.::_E:_::X I:::_S~T lNG ~ O_'_R_I.:_:_W---i:~:-f-----1 ,' ~

/ /

1---+--+--------------+---~1-----l THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS

PLAN SHEET / ~0.0,~~~-----L~--------------L---------------------------------------------------------------------------------------------------------------------~~~------_i~RE~V~ISI!ON11S~HE!E~Tj_ ________ _!~~==========J:~~I:~:J----------------------------~~~·~·=~: _10~~==2=0~f~t.], D NUW8ER NUWBER REVISION DATE BY ,..,_

DOVWCI I-PLNI b

Tangent : 127 .4 5 Deg . of Curve : 38.27 56'29'56 . 91"

..

. .

1080

tOTO

1060 ' ·····t······· r - - : .... : .. :. ' ----"-"--"""F":: ____ , , .

1050t -··-·-·-···· ',,,, __ ,,,,,., _,,, ; •' , ... '' '

I ''''''''''''" "" ''"' '

" - : I····· , +·:.:::::::)· "' " ! ····· [ ·-· ·

IOJ'Ol=-- .- - --------- - ,_ - - - :·: " .. ::: ~.:::.. ,.:: ................ ·- -- ·- --·

1020 1::_ - - ........ --' -· ---- : -- -- ' . . 1 ------ '

1010 : ~ :: +------- -- ·.:: ... -·:::· , __ ·:·

1::- - :.. - '··--··! ......•... t ' 1000 1::· ' . ·····:· .... --' - '

: - . 970 1-· ''" ' '

' ····-ft,ft ~::: -=-' ·- ....

Q~ ~ --· ... .' "··-: --~-~~- ~---- ' ........ ·--

1 -··· -·· 910 I-- : ·--

1 - -' ····· .

t::: - ..,

·· 1·----- """ ......

....... '

" , __ _ _

. .

ztto"O

... '

....

.. ". '

' - . ......... .

···~

'

"

'·· ' .. .. ............. ..

' I

. : :~

21 t5o ..::;..::; roo , -~ •• ~ 2:S··uu

N rso- --------

·-- - ..... ......

' '

Shnt Tote I No. ShMta

Pub Ito Stata Steta Rooc:t. Olat. Proj ect Dl v. No. Ho.

f~a l fiace l l"roject No. Year

5319 NFI\- TIM5 w.v. 05 -65/5- ( 003) 1991 JEFFERSON 7 I" 1. 74

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980

970

950

940

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.. ............... ;

::g

SCALES 20 ft.

0 20 ft. 0

........ ' '

2!>·"'"

REVISION SHEET NUMBER NU~BER

···~ ..... .

26•oo

,~EVISION

-·-·--·~

DATE BY

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS

PROFILE SHEET 7 L_----------------------------------------------------------------------------------------------------------------------------------~============================~

'

2' - 10 "

1'-0" 10 II 1'-0" ~- ----- --------, '

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PROJECT NUMBERS f---:::::-.:..:=;.:;:_:::.:.r::.:::::::=:;::-;:----j DISTRICT C 0 UN T Y STATE FEDERAL

SHEET TOTAL NO. SHTS.

831&-25'5-1.74 NFA-TIM5(003) 5 JEFFERSON 8 I" >--+--' -+--c--~· --.--------.-------.--------.l!- r-- r-r--1 -+---'-1 --:-/

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CL. BR.-'iG"-. ___,_~ ABUT.1 1------+--'C~L. BRG.

ABUT. 2

~·~---------=+~0~.1~9/.~·- =-----------~: I ! .-,- I I

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"----__.E..._,L. 996.11

BOTT. OF STREAM EL.993.30

EL. 996.33 W-I

<TYP.)

EL. 994 .50 ~

EL. 993.30 \ ;

NOTE:

1.5 ~ 1v 2'-0" SELECT EMBAN KMENT

TYPICAL SECTION 1-1 @ WINGWALLS

DIMENSIONS ARE TYPICAL FOR BOTH ABUTMENTS.

DESI~ DATE 10-91

NO. REVISION DATE: BY:

ZG3:[60,227J

W.VA. DEPARTMENT OF HIGHWAYS STRUCTURES DIVISION

KINGLEAR BRIDGE OVER

BULLSKIN RUN '

EL. 987.61,_ __ L---t...l.-f-1 _J

, I I

EL. 987.83 DRAW:lv.-10-91

SHEET 1 OF 8 EST. PILING TIP

EL. 975.00 ELEVATION i EST. PILING TIP c£~~ I I -C/1 LAYOUT BRIDGE NO.

i ' LJ_ EL. 978.30 CHECKED 3975 ~ L_--------------------------------------~------------------------------------------------------------------------------------------------------~R~L~O---L/1~-~~~~-----------------------------L--------~

~-----------------------------------2~-------------------------------------

GOVERNING SPECIFICATIONS:

The West Virginia Department of Highways Standard Spec J fic ations, Roads a nd bridges adop ted 19 86 as a mended by the Supplemental sp ec ifi cation s dated Janua r y 1, 19 92 , the contra ct d oc ume nt s, and the contract plans are t he go verning provisions ap plicable . The design is in -ac cordance with the AASH TO Specifications f or Roads and Bridges Fourteenth Edition dated 1989.

DESIGN CRITERIA:

DE CK CONFIGURATION'

Th e deck of constant width is constructed of sawn l umber laminations that a re placed edgewise and stres sed p erpendicular to the length of th e b oards.

LOA DING:

LI VE LOADS: DEAD LOA DS:

AASHTO HS-25 Red Oak unit weight = S O p cf Creosote Retention = 7 pcf Stressing system Steel = 490 pcf Asphaltic overlay = 25 psf

LUMBER STRESSES:

BENDING: Working stress Method with applied moments d erived by We st Virginia University Civil E ngineeri n~ Department.

Al lowable stress levels f or stre ssed decks ar e f rom Northeastern Lumber Manufacturers Ass o ciation (NELMA) Northern Red Oak s tructural Joists and Planks, which are then increa sed SO% for stress laminated repetitive use.

Grad e 3 Fb = (725 psi x 1 . 5 = 108 8 p si)

SHEA R: In duced transverse sh ea r and resistance to sh ear a re fr om Ont a rio Highway Bridge Des ign Code (OHBDC)

COMPRESSION: Allowable bearin g st ress perpe ndi cular to g rain fr om NELMA Interlaminar compression l evels fr om OHBD C

DEFLECTIONS:

LI VE LOAD: WVU C.E. Dep artment plat e methods limiteP li ve l oad deflection to L/ 50 0

DEAD LOAD: Bea m Theory

CA MBER: 3 x (Dead Load Deflections)

Hor iz ontal s hear is n ot considered for stres s la minated decks.

STRUCTURAL GLUED LAMINATED TIMBER DESIGN DATA:

s tructural Glued Laminated Timber shall b e visu ally graded southern Pine, {24f - V3 -SP/SP)

The design data a re based on wet use conditions and are as follows:

Bending (Fb) Horizontal Shear (Fv) Modulus of Elasticity (E) compression Perpendicul ar to

Grain (Tension Face ) (F ci) compression Pe rpendicul ar to

"" 1 920 psi "" 1 75 psi = 15 00000 psi

= 344 psi

Grain (Compression Face) ( Fci ) = 344 psi compression Parallel to Grain (Fe)= 1241 p si Tension Parallel to Gra in {ft.) = 920 p si

STRSSSING BARS:

A jacking force of 22,000 lbs. s hall be applied to each str::sslng rods.

DESIGN UNIT STRESSE S :

Class B Concrete: f 1 c = 3000 p si n = 9 -.

CONCRETE:

Cha mf er all e xposed e dges of concrete one inc h for subs tructure concrete.

All c o ncre te shall be fi nished in a ccordance with t he re quirements of Se ct i on 601.11.

REINFORCIN G STEEL:

All reinf orcing steel bars sh all be interm ediate grade billet steel i n ac cordance with ASTM A615, grade 6 0 . Th e clear distance between the rei nforcing ste el and th e fa ce of th e concrete shall be:

Bo tt om of f oot i ngs: 3 . 0 in ches 2.0 in ches All other l ocations:

Rei nforcement und er shoes shall be placed so as to avoid i nterfering with drilling the anch or bolt h o les.

All bars in the abutment ba ckwalls, bridge seats, and wingwalls are epoxy coated and identified by a suffixed 'E'. Payment for bars in the substructure It em 602-2, Epoxy Coated

ANCH OR BOLTS:

epoxy coated reinforcing steel units shall be included in

Reinforcing Steel Bars.

Fill anchor bolt holes with non-shrink grout after anchor bolts have been set . The grout is in accordan ce with Section 715.5. Include cost in item 601-2.

EXCAVATION:

No excavati on is to be classified as Rock Excavation . All excavation, within th e limits shown below, shall b e paid for as Structure Excav ation, Item 212 - 1. Rock and shale shall be excavated and pa i d f or und er this classification to the ne at lin es of th e f oot ings only.

All other e xcava ti on , wit hin the limits shown below, shall be paid for a s un c lassified Excavation, Ite m 207-01, in Roadwa y ' s qua ntities.

Any sh o ring required shall be incidental to It em 212 -1 .

SELECT EMB ANKMENT

Payment f or Select Embankment shall be included in Rock Borrow Excavation, Item 211 - 2, with a 1 .0 cubic fo ot mini mum size.

BACKFILL :

The Contr a cto r shall backfill a round the substructure as soon as possible after f orm re moval an d slope the surfa ces to drain .

JOINT FILLER:

All joint fill er for vert ica l joints in the substructure sh a ll be in acc ordance with Section 708 . 1.2. Th e c ost sh all b e i ncluded in Ite m 601-2.

P ILING'

All piling shall be HP12X53 ste e l bearing piles.

All HP12X53 piling shall have a maximum desi gn load of 70 to ns.

Pi ling shall be driven t o refusal i nto t he f oundatlon strata as indicated by the e stimated pile lengths, or the pile tip elevations . Refusal is defined as the equivalent of 20 blows for one inch or less of penetra tion with a p ower hammer developing a minim um capacity of 15,000 foot pounds of energy per blow. If a large r hammer is used, the number of blows in the last inch of penetration may be reduced in direct proportio n to the energy rati ng of th e hammer , but to no less than 12.

Before pile driving is beg un, the contractor shall p rovide a written certification to the Engineer that the pil e drivers, air compressors, and air valves have been i nspected and f ound to be in good working condition.

New stock mater i al may be used f or steel bearing pile s p rovided t hat ea c h piece can b e ide n tif ied by heat n umber and provided that certified mill test reports are furni shed to th e Department's inspe ctor indicating th at th e material conforms t o the specifications .

T he minimum le ngth of i nstalled piling shall be 10.0 f eet.

Payment for driven piling shall be included in Item 616-4 (HP12 X 53 ), steel Bearing Piles, Driven.

DI SMANTL ING STR UCTU RES:

Th e supe~structure and su bstruc ture of the existing structure shall be re moved in its e nti rety.

Material fr om the disman t led structure shall become t he p roperty of the Contractor and shall be re moved fr om th e right of way .

Ground lines, final slopes and slop e dressing shall be as directed by the Engineer .

Payment shall be incl uded in Item 203-1, Dismantling Structures.

DESI~,l)

DRAWN

fU. ,f) CHECKED

!26.5

DArE 9-91

PROJECT NUMBERS f----:::;:-:-;:;:---,----;:=:;:-;;-;-;----j DISTRICT

STATE FEDERAL COUNTY

SHEET NO.

TO TAL SHTS.

5319-2!'1&--1 .74 NFA-TIM5(003) 5 JEFFERSON '" I ESTIMATE OF QUANTITIES I

j~I=T==E=M==N=O=.==ri~ ========D=E=S=C=R==I=P=T=I=O=N========~~==Q=U=A=N=T==I ~T=Y~~~U~N~I~T:==i

1 203-1 ! DISMANTLING STRUCTURE I LUM P sUM i L. s . I

1 211-2

1 212- 1

212 -5

601-2

602-2

J ROCK BORROW EXCAV ATI ON

i STRUCT URE EXCAVATION

i ! i i

SELECT MATERIAL FOR BACKFILLING

CLAS S B CONCR ETE i i !

EPO XY COATED BARS

REINF ORC ING~ I

4 0 i c. y.

1 34 I c. v.

28 C.Y.

58 c. y.

i 3336 I LB.

1 616-o4 i I (HP12X53 II

;

STEEL BEARING DRI VEN (HP12

PILES, X 53)

I 290 I L. F.

i 622-07

I L i 622-2 0 L

i 639- 0 1

!

I STRESSED TIMBE R DE CK, I TYPE B, FABRICATED AND

I INST ALLED

STRESSING HAR DWAR E

CON STRUCT ION LAYOUT STAKES

14 -i I

!LUMP

i ! LUMP i

! SUM i

i

i SUM I

i

MFBM

L .S.

L.S.

NOTE: The q uan titie s f or Bituminous we aring course and unclassified Excavation are includ ed in the Roadway 1 s quantities .

ABT. ;;1

ABT. F,2

TOT AL

i i i i

=5

211-2 212 - 1 ROCK BOR STR

EXC EXC

20 67

20 67

4 0 1 3 4

2 1 2 - 5 SEL MAT FOR BCKF

14

14

2 8

601-2 6 16-04 CLASS B STL BRG

CO NC PIL DRV

29 1 57

29 133

58 290

602 - 2 EPOXY COA TED REIN FORCING BARS

.li.B UT . ;t 1 ! AB UT. ~2 ! WE IGHT

I 1668 l 1668 3336

NO. REVISION DATE,

W.VA. DEPARTMENT OF HIGHWAYS STRUCTURES DIVIS ION

NOTES

KlNGLEAR BRIDGE OVER

BULLS KIN RUN

AND QUANTITIES BRIDGE NO.

i

i i

i I

i ! i I ! i

_j

i

i I

3975 CHECKED fU.JJ ~-')1 /ol_ ________________________________________________________________________________________ ~~~~------------------~----~


PROJECT NUMBERS l---::-=-:-==-:..=.::..c,.:=.:=:;=.:~--1 DISTRICT COUNTY

STATE FEDERAL

S319-2515-1.74 NFA-TIM5{003) 5 JEFFERSON /0 '" 36'-0" -2;: 2 1 -10" ~

1'-0" 10 II 1'-0" -- -0 --~

N I 0

- .-N

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CL. BRG.

1 SP © 1~-0"

2 - AS 0 5 E E . F . 3 ,./_,-- A506E

l l// A504E ., V / RCJ

-'----+------0

I

4 ' -6 "

4 SPA. © 11-0"= 4 1-0" ---'--""""' 2 II

5 -A507E E.F. \

3"

I EL. 998.01(TOP OF BM.)

EL. 996;<'c.1-.;.1..--t+-------... :~: EL. .33 "

5- A508E N.F. SPA. WI ASOSE

I

2"

\ CL. BRG . ~~- CL . PILING

~v j

- ~

0-JJ 2-A501E~ :• v I I ' '

1 - 6Yz I 7 SPA.© 3 1-5" = 23'-11" PILING SPA. -.--...... • I I ,

----t't- ,,,

w N 0 1.{) <(

0 'w ~I.{)

0 "I.{)

o._<( (f)'

1.{)

" "

8 - HP 12 X 53 PILES

27'-0" 4'-6"

ASOSE-( PLAN p c -

P' lrR CJ

A508E- • c 1- ASOSE c

27 EQ. SPA. = 26 ' -8" c

2 8 -AS 0 4 E C UNDER BR. SEAT) 28-A506ECBKWL.) I I ' '

3" ' '-- oc - ' L .. - .. - -. - '--+ -· - ·-

EL. 998.01(TOP OF BMJ 1'-6 "

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n

EST. PILE TIP EL. 975.00

xEL. 978.30

WINGWALL SECTION \ 2-A505E E.F.

...-------:~:~E~L"-'. 998.23(TOP OF~BM~.) -----------._ I

i~ CL. EL.996.11 TYPICAL SECTION

\

: RDWY / :~: EL. 996.33

i/ / /

EL. 996.11 :~: EL. 996.33

I /·~" , 1'--RC I CTYP.)

Iii Iii _/~ 1 I , I I , I

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' '

: I : 9-A501E N.F. : ! I I FINAL GROUND LINE-----" I I I I EQ. SPA. I I I I I ·

r-----------' -------,........;E;=-L. 991.25 * EL. 991.47

I I I I I I I 1

I I I ' I I I I I I I I NOTES: I I I ' I I I I I

MARK A501E A502E A503E A504E A505E A506E A507E A508E

REINFORCING BAR LIST TYPE ABUT. 1 ABUT. 2 TOTAL LENGTH STR 15 15 30 26'-8" STR 28 28 56 10'-0" STR 28 28 56 8' -0" BENT 28 28 56 6'-5" STR 9 9 18 35'-8" STR 28 28 56 3'-3" STR 10 10 20 6'-4" STR 10 10 20 4'-0"

BENDING DIAGRAMS 2 '-5"

I l 2'-o"[]j::Jz'-O"

A504E

NO. REVISION DATE : BY :

~::P=l=====================================================~:::j::::±J - ---=----=:E:o=L. 987.61 ft----4_\1~- ----\~,___+! * EL. 987.83

ALL ELEVATIONS ARE GIVEN © CL. BRG. ZG3•[60,227J

I I

27 EQ. SPA. = 26'-8" 28-A502E F.F. 28-A503E N.F.

27'-0"

ELEVATION

2" ~-

CL.

E.F .=E ACH FACE N.F. =NEAR FACE F.F.=FAR FACE

X =ABUT. 2



BULLSKIN RUN

ABUTMENT DETAILS SHEET 3 OF 8 BRIDGE NO.

PROJECT NUMBERS DISTRICT COUNTY SHEE T TOTAL

STATE FEDERAL NO . SHTS.

S319-~1.74 NFA-TIM5(003) 5 JEFFERSON II lb

31'-6" ~

q" 30 ' -0" 9"

CL. BRG. CL. BRG . ABUT . 1 ABUT . L.

I

AlX [X lX ..& I

l& Ai I:: :: :: :: I ! II II II II! [II II II llr · II II II II • ' rr II II rr l

• [ II II II 111 · II II II II ·

; :: :: II : :· I

11'-10" · 11 II II II' 11'-10" 1rr II II Ill ill II II Ill ' II II II II ' -

II! -! II II II (Jl - STRESSED TIMBER -2" FOR GUARDRAIL DETAILS

-

I:: :: :: ~~ I I tO

TOP FL ANGE ~SHT.70F 8 -

I HLBC 1"-N -II !

~ L() HLBC ! II II II

N .--- "'-. ' II II II II ' II I ! II II II 11 1 - 1'/z" I II Ill (f) -

IJITYP.l Ill II z ' II II II II' 0 - I ! II II II II ! -

rrrrrrrrrrrrrrrr n 1111 1 11111111111111111111111111 llll ll lllllllllllllllllllli I 111111 111111111111111111111 111111111111111111111111111 1111 11111111111111111 1-Ill II II il l u . . I

•

w mm lllllllllllliiiiiiiil ! II I i! •

111 111111111111111111111111 11111111111111111111111111 ·11111111111111111111111 II II (f) lllllllllllllllllliJl)l lliJlllllll 111111111111111

~ : : :: :: I I ~ w I ~-~ I 11 1 _J 1rr II II II· ::::J STRESSED TIMRFR STRUCTURAL GLUED I ff II II il l 0 BOTT OM FL ANGE LAMINATED TIMBER WEB ' II II II IIi 0 1rr II II II· L

i ll II II If I

I:: :: :: :: ! tO

4 '-3" 4'-3 " 4'-3 " 4 '-3" 4 '- 3 " 4 '- 3 " I[[ II II II ! iII II II II[ - 25'-6" -· II II II II· (Jl l rr II II Ill I

' -i II II II Ill N

~ ·II II II II ' 'rr II II Ill i ll II ! ! Ill

SECTION • II . 'rr II II Ill i ll II II Ill · [[ II II II' r,, II II II !

I:: :: II Il l II II '

NOTE : SCALE IS 1'8 "=1'-0" UNLESS ! II II II II ! OTHERWISE NOTED i' y ~Q ~~ y 1i

' • I I

NO. REVISION DATE : BY: 1'-0" 1'-9" 13 SPA.© 2 '-0" = 26'-0" 1' -9" 1'- ( " STRESSIN G ROD SPA. Z G3 :[6 0, 2 27 l

W.VA. DEPARTMENT OF HIGHWAYS 3 ' -9" 12'-0" 12'-0" 3'-9 " GU AR DRAIL POST SPA. STRUCTURES DIVISION

KING LEAR BRIDGE PLAN OVER

BULLSKIN RUN DES!~ DATE 10-91

DR~Wttv- 10-91

SHEET 4 OF S CHECKED /25'5 /1-'11 FRAMING PLAN BRIDGE NO.

CHECKED 3975 RLO II - 9/ I I

CL BRG. ABUT . 1

ST A. (±)

CL ROADWAY~---

CL BRG. ABUT . 1

CD •

~I

• • • •

SCUPPER

go• -oo·

I j

• • I

I

BIT. WEARING SURF ACE OR SURFACE TRE ATMENT

STRUCTURAL GLUED L.f;MINATED TIMBER

I ' B/2

B

PLAN VIEW

CURB

I CURB BLOCK

I I

I

• • • • • • • • • ~

•

®I ®------

0

ELEVATION

/ ~

• CD

~ CL BRG. 1 ABUT. 2 '

ST A.

DR AIL DETAILS TB 4 DET. C

@

© '

CL RDWY ____,.! I '

112" ~•--n-'¥o>

TYPICAL SECTION

DE VICE LOCATION

MEASUREMENT NORMAL TO · @ 1"' ~F~A~CE~O~F~C~U~R~T~~~N~W~A~L~L----

~-(:2

BEAM-~~

GUARD RAIL PREFORMED JOINT FILLER MEETING THE REQUIREMENTS OF SUBSECTION 708 .1.1 OF THE STAND ARD SPEC.

FILL TOP 2" WITH HOT JOINT MATERIAL MEETING SPEC. 708.3

CL ABU

AS REQUIRED. (TYPE 1 SPONGE RUBBERJ "'

"' NO COLOR REQUIREMENT SPECIFIED

ANCHORAGE DET~LS SEE SHT. TC3 DET. B

BRG. T. 2

'----t---0 - ----+--CL BRG.

CONTRO L ELEVATIONS & BEARING DIMENSIONS

ALONG CL ROADWAY

STATE FEDERAL STATE PROJECT NUMBER PROJECT NUMBER D~tr

531&--2515--1.74 NFA-TIM5(003)

TIC WEARING COURSE SURFACE TREATMENT

5

,----STRESSED TIMBER TOP FLANGE

ONLY SYSTEM SHT. TB4 DET. D

'------+---NOTE' TO FABRICATE SECTIONS USE 2-5" WEBS AT REQUIRED LOCATIONS.

SHEET TOTAL NO. SHTS COUNTY

JEFFERSON 12 I~

CONTROL ELEVATIONS CONTROL STATIONING

CODE LOCATION STATION VALUE

CODE ABUTMENT 1 ABUTMENT 2 1 998.01 998.23

4 CL BRIDGE AT 22•95 BEARING 2 998 01 998.23 3 996.11 996.33

5 CL BRIDGE AT 23•25 BEAAING ELEVATIONS ESTI>J3LISHED FROM:

STATIONS ESTABLISHED FROM:

CONTROL DIMENSION

DIMENSION CODE VALUE

FLANGE THICKNESS ( TOP AND BOTTOM J A 7"

LENGTH OF DECK OUT TO OUT B 31 '- 6°

DECK CLEAR WIDTH c 23'-8"

SPAN LENGTH, CL TO CL BEARING E 30'-0'' I DIST. -CL BEARING TO DECK END J 9"

PROFILE GRADE N + .19/

DECK WIDTH OUT TO OUT T 25'-6"

DEPTH OF WEB u 1'-10' '

THICKNESS OF BITUMINOUS WEARING p SURFACE AT CL OF ROADWAY 2"

THICKNESS OF BITUMINOUS WEARING Q 1" SURFACE AT CURB LINE

CAMBER w 7'4"

NO. REVISION DATE: BY:

W. VA. DEPARTMENT OF HIGHWAYS STRUCTURES DIVISION

W.VA. DEPT. OF HIGHWAYS STANDARD BRIDGE PLANS


BULLSKIN RUN

DESIGNED BY'RLD

DRAWN BY• J_Jy'

CHECKED BY:

RECIEVED BY:

OAT£: 11-91

SCJt..£:

SHEET STRESSED TIMBER DECK 5 or 8

'J. L.--------------------------------------------------------------------------------------------------------------------------------------------~----------------~--------~~~~-B--------~"·-~~~~!!.~ ST.MIDAAD SHEET TB2 OF T84 ~'4/

FOR HOLE DIAMETER SEE SPECIAL PROVISION TB6Z2

IIIII H~v F~~~~r .__-_.:.._r ___ -f--l.Ll..li.L lu.II.Ll..l 1 .Ll..l-'-~~ -

o/s"X 7"X 11" BEARING PLATE

4"X 6"X:Y1•• ANCHOR PLATE

FOR STRESSING BAR DIAMETER _fEE SPECIAL PROVISION TB622

L4" TO 6" MAX. AFTER THIRD STRESSING

Ill Ill

I ~STEEL BEARING PLATE

~

~__.--!ANCHORAGE PLATE

BULKHEAD ELEVATION

r Yz" X 12" STEEL DOWELS

1/. "X 3"X 5" ANGLE <TYP.l\ CENTERED ON DIAPHRAG'-d----"M

Yz" X 3" LAG SCREW

END DIAPHRAGM ELEVATION

STEEL DO WELS -

NOTE : Wz" X 7"4" S L 0 TT E~D'-=----=~..,------" HOLES IN ANGLE <THIS LEG ONL YJ

SECTION A-A

END DIAPHRAGM

1/4'' SPACE

1 1/~" FIELD - I DRILLED HOLE L__+---+f-t+t+Hi~

. <l <l . .<J·. ·<J: <l·-u . ·

<;! . . . . . . . . II

PROJECT NUMBERS l-----;::;";"";~:..:...:,r=-~===;-;;-----l DISTRICT COUNTY

STATE FEDERAL

5319-25/S-1.74 NFA-T1M5(003} 5

FILL WITH NON-SHRINK GROUT

I.J._L.J....L.Lir~-----~%" ALL THREAD ANCHOR BOLT

. . . . . . - ·. I ".{-

SET ANCHOR BOLT IN 7.1!" DIA. HOLE ~- IN CONCRETE USING CHt.MICAL ANCHOR

CAPSULE. CONE ANCHOR BOLT EACH CELL)

6Yz"

JEFFERSON


13 '"

- . . "<l <l

.. <l - . . . <l_ II : .;?> . . . u ......-'1---....I

.<l_:a·<l ·. ··<lj

. ·.<l.·<l .u

·<l . - -<l-

3" ...... I'"- .

. - . -

Y~" HEX NUT AND STANDARD WASHER

AFTER TIGHTENING NUT, SAW ANCHOR BOLT FLUSH WITH DECK

MEETING SPEC 708.3

r- -2'<;" ~f==4~' t-'[nl~==4-- %" X 2 0" D OMEHE AD T 11'11 I' <l - DRIVE SPIKE- 2 REQ'D

______ __ .li~ - 1L- r:--- <l : FOR EACH END DIAPHRAGM 6 " 111

9,11 I'

1·1 II I' - . ltM~I N~_,:'ili'•: ••'i'iMmi~ tf:il· _ "1i:-!-:.:-----:.-4---PREFORMED JOINT Fl LL E R MEETING

------f--~jl;- - 1:::- THE REQUIRMENTS OF SUBSEC'T"ICN II· II l' <l 11111 ~ . <l 708.1.1 OF STD. SPEC. 11:11 • - AS REQUIRED l TYPE I SPONGE • - .

. '<l Ill .

1•1 . . 1l1

' <l . Ill

<l . y

'

<l I . .

<l I <l . ;· ' I ' I ' I ~ ' I

DETAIL B

ABUTMENT CONNECTION

. <l

.

. .

. .

. RUBBER) ANY COLOR

""' "---- %" X 5" X BRIDGE WIDTH

ELASTOMERIC PAD W/ 3" HOLE © ANCHOR BOLT

CL BEARING

"HEAVY DUTY" %" DROP ~ FORGED EYE NUT

~ V (10,000 LB MIN. WORKLOAD>

7'4" FABRICATION BAR

6"X 12'"Wz" STEEL PLATE \

I_../ 3"X 5"X%" ANGLE <TYP.J

:%" HEAVY HEX NUTL__J~~~~~~ AND WASHER 1lf pn

oC J \ l y,>• M'LD STEEL ALL THREAD

WITH HEX NUT EA. END

DETAIL C LIFTING DEVICE


NO. REVISION

W.VA. DEPARTMENT OF HIGHWAYS \ STRUCTURES DIVISION


BULLSKIN RUN

STRESSED TIMBER BRIDGE TYPE B

DESIGNED BY• RLD

DRAWN BY : 4 CHECKED BY•

RECIEVED BY:

DATE 11--$}1 SCAlE•

SHEET 6 OF 8

,,

12 II

6" -

II ~: ::

1"X18" DOMEHEAD ------- " II "'---L'---1-----r' r----1---- 11 DRIVE SPIKE

DISCRETE STEEL BEARING PLATE

1"X18" DOMEHEAD DRIVE SPIKES

~ li ~

12"

8" 8 11

(o

8"

::

6" --"----

3'-0"

I fRAIL

:: :: II I I I 1/./ I I ::

0

:: II II

SCUPPERj

0

ANCHORAGE PLATE~

1'-4"

-,...,

o :: o-~~-F :: / i !

-,...,

VIEW AA

11"

~ II u :: II II

~ II II

/ :: I II

o II o

:: II II ...-

@

0

cf'v

%" WASHER HEAD V DRIVE SPIKE

DISCRETE STEEL EARING PLATE

BOLTS

<SEE STANDARD DETAILS BOOK, VOLUME 1, SHEETS G.R. 1 AND G.R. 4 EXCEPT POST AND BLOCK SIZES l

GUARDRAIL,GALVANIZED 8" /STEEL,DEEP BEAM TYPE

8"X8"X14" BLOCK~UT \ GUARDRAIL

STD.G.R.BOLT, WASHER ~·~~~r--1~~.-------------T AND NUT, SEE WVDOH STD.~ ~ DETAILS BOOK .. ~ •: ~~~ _ 14"--------.

1" DOME HEAD BOc-L~T""'

4" DIA. SHEAR PLATES

f---.JI>.L..Li\ 6"X 101/4" CURB 3" 41/4" ~---

_;_

9" ' ll 11/l A '\. I ~1-c--. -c. • .-c: .,.f.. --:---c.~. . .~: -:-1. ~.,...,-. -,-, .:c-. """· -: •• ~. .H.

%"X18" WASHER HEAD \_6"X 101/4" CURB BLOCK 1"X18" DRIVE SPIKE

DRIVE SPIKES -,-.__~.

~~r-·~+-~--~~~~~~~~~~ I I

8 "X12" GUARDRAIL POST __/ 12"

2'-7"

BITUMINOUS CONCRETE

0 0 C c ic : :

12" 0 t 0 : : ~~~--~==~------~=F~--

12" 4" 1'-4"

SECTION B-B

--STATE FEDERAL STATE

PROJECT NUMBER PROJECT NUMBER D~~:" COUNTY

531~615-1.74 NFA=TlM5(003) 5 JEFFERSON

1111111111 IIIII I w NOTE: 1" DIA. VOID DRAiNS SHALL BE OF

NON-CORROSIVE MATERIAL PLACE VOID DRAINS MIDSPAN <SEE PLAN VIEW SHT TB2l

r 1 .. -+---"-

SHEET TOTAL NO. SHTS

14- '"

6"X 10W' CURB

6"X 101/4" CURB BLOCK

DISCRETE STEEL BEARING PLATE

Yz"X 18"DOMEHEAD 3'' 3" I<-- ~ ~ DRIVE SPIKES (2 REQ'D )

SCUPPER~ J

\ 6" ,.. 4'-3"

6" DETAIL E VOID DRAINS

6"I :: ~ :: \ I :: :: 5" 6" 12" ..

Y<' x 4"X ~6;:-" ---l;:=·==ii:;llll ~-j:i= II ==:::;fl/_,' 1,'-Z~ttll='/=;' /;~I /~'1'-t=+~=:v~ 1: -o ~~ ':v '': =,~~~<-/'jll ~'---'::GLUED LAMINATED cuRB

ANCHORAGE PLATE --1-+--lil" ~ 0 ~ ~ ~ [j] '-':--'-' o"X 101/4"X BRIDGE LENGTH

29" 6" 5"

l t-, n 2 "

3'-0" I 3'-0' I

7"

w 2'-0" "I R" 1.8" 1.-4" 6'-0'' FABRICATION BAR HOLE~ _ _j ~---------"'-----"'-----------'

PLUG W/ TREATED PLUG AFTER BAR REMOVAL. DETAIL D CURB ONLY SYSTEM

:r: fa_ w 0

:::;; <( _; ::l _; 0

"' u w 0

-O'l

L. 7

@

ANCHOR PL-14"

BEARING PL-14"

DAP LENGTH-14.5"

" • _; a_

:r: u ~

-

" • _; a_

C)

"' m

,.... •

f-:r:

ANCHOR PLATE AND BEARING PLATE MAY BE COMBINED INTO A SINGLE 11f4'' PLATE.

,_I 1

TACK WELD NUT TO ANCHOR /,,<EXTERIOR MODULE ONL Yl

-::'_ / !/z" THICK STEEL PL

u,,/---- 1'4" HEAVY HEX NUT t~- -f [)" -- --' BAR FLUSH WITH NUT

1'4" FABRICATION BAR __/ ~'--__ L, -------.._ 31 " THICK STEEL PL

2'1 74

-=-5"

GLULAM

SEE DETAIL C,..,...,.,--t-+-.. SHT. TC3 OF 1 <A

%"X 4"X 6" ANCHOR PLA

~~~~Uti~~~~~ GLULAM BEAMS_...//

INTERIOR

4 '- 3"

10" 3" 18" 15" 5 ''

=:I7"

1'4" HEAVY HEX NUT- /.r 'i % " X 7"X 11" _ __/ 1/ BEARING PLATE [\

7"4" ALL THREAD HIGH ~J--+-rllft.r.l,-,~~~~~~ 1>-Y--+- SEE DAP

DETAIL

STRENGTH FABRICATING tlAI-< 'ct F = = I

SEE DETAIL r. \ SHT. TC3 OF TC4

EXTERIOR

DETAIL G MODULE SECTIONS FABRICATION BARS, ANCHOR PLATES, BEARING PtATES AND NUTS DO NOT REQUIRE GALVANIZING.

REVISION I DATE: I BY:




BULLSKIN RUN

DESIGNED BY• RW

DRAWN BY:4 CHECKED BY:

RECIEVEO BY:

DATE• ff-9f SCALE:

DETAIL c GUARDRAIL SYSTEM NOTE: USE 1"X18" DOMEHEAD DRIVE SPIKES FOR CURB DAP DETAIL TO DECK CONNECTION IN LIEU OF DOMEHEAD BOLTS

AND WASHER NUTS WHEN FASTENER IS LOCATED OVER ABUTMENT OR PIER

ST ANOARO SHEET TB4 OF TB4

STRESSED TIMBER BRIDGE TYPE B

I --~--- ------------------------

' .. 1040

1030

1020

1010

1000

990

sso

970

960

950

940

520

900

BSO __j_~

. J I

- _j -

-1 +---

•

I

-- 1

I_

I I

I I

I~

I ~; --=2.:._r ·!·d::..O __

/1 ;/ I

:-

I I

I

-"----=2'-'-l +~I}

•

I~

--------

-

22<·00

-

~-

' '

. 22-i-50

' ' ' '

-

' '

'

' ' ' '

' ' '

-----

-~-

•

--•

-

- ......

23-i-00 23•50 24 ·00 24+50 25+oo

THE

s t, co.

Put> I ie RooM OiY.

w. v. 05

State Projec t

'"· 531 9

-25/5-1.74

reder or Project No.

NFA-TIMS (003)

Fiscal Year

CO\.W'Ity

1991 JEFFERSON 15

64.02 (}, 46

Total S"-U·

lib

11 ' 7 8 116"00'24 . 63'

•

Long Chord : External Dis :

Middle 'lrd: Deg . of Curve :

1 58. 71 6 ' l • 0

8. 0

SCALES 20

0 - 20 f t .

~-

WEST VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS

SITUAT ON PLAN KING LEAR ROAD ·

Proj. R te.

No. No.

S319 25/5- I. 75 . - I • . ' 25 / 5 JEFFERSON County

STRUCTURES DIV ISION

t

ol

~07C

106C

!05C

104C

103(

102C

10 I(

IOOC

990

980

970

950

950

940

930

920

91 0

REVISION SHEE T REVISION OAT~ BY ~00 NUMBER NUMBER

25<·50 . p,j "00

5 H£FT 8 OF 8

.~ c.: a

C'O .o

plans for construction

Documents