mora12302_1992_LaughingwaterCreekBridgePlans.pdf

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KEY MAP OF WASHINGTON

CONVENTIONAL PLAN SYMBOLS

TOWNSHIP or RANGE LINE

SECTION L INE

'/ , SECTION LINE

1/~ SEC TION LINE

NAT IONAL PARK or FORES T BOUNOARl'

PROPERTY LI NE

COM~MON OWNERSH IP SYMBOL

RIGHT- OF · WAY LINE

CONSTRUCTION EASE!.IENT

EXI STING

PROPOSEO

EXI STING

PROPOSED

TOP OF CUT

CONSTRUCTION SLOPE LIMITS . TOE OF FILL

PRESENT ROADWAY

RAILROAD

INTERMI TTENT DRA INACE

SMALL STREM~

LAAGE STREAM

RIVER

PAVED

UNPAVED

LAKE, POND or RESERVOI R; MARSHLAND

MA TERIAL SOURCE; STOCKPILE SITE

SECTI ON CORNER

1/-t SECTION CORNER

1/11 SECTI ON or PROPERTV CORNER

CENTER OF SECT ION

FENCE

GATE

GUAR DRAIL

POST MOUNTED

- - - --PA---- -

- - R/W- - -_____ ,,,.

--e--- -R/W

R,W-----

- - E--- - -E--

'X' -

FOUND

Jffil " 22

EXISTING

- xNx -

PROJEC TED

3*1

PROPOSED

-xx....ixx-

StCNS PORTABLE No S::,mbo l wal l face

RETAINING ULL

POWER POLE·

--y---y-- - -y-- -y----y-------v

TELEPHONE or TELEGRAPH POLE

JOINT USE POLE

SUPPORT POLE ._.1th ANCHOR _,,.,;, UNDERGROUND UTILI TIES - II' - -

G=~os, O=ol !, P=po ... er-, SA =sanltar-::, sewer-, 55 .. i.+orm .sewer, T=televhone, W=wafer

R?fe°e Afio~ <iac;~ Drawlrn;i for detallsl - - __ , ~- - -

BRIDGE )_- -- ---- --c

CU • ."VER T PIPE ----------.....-

CIA.VERT PIPE wit'1 END SECTIOff t>----------·"1.-

,__ ____ ,v--

T.

N.

i

PLAN~ PREPARED BY

l

Uo So EPARTMJENT ·oJF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

; I

U.S. DEPARTMENT OF THE INTERIOR

NAT I ONAL PARK SERVI CE

PROJECT PRA-MORA 10(1)

LAUGHINGWATER CREEK BRIDGE

MOUNT RAINIER NATIONAL PARK

LEWIS COUNTY, WASHINGTON

LENGTH 0.318 MILE

MT. RAINIER NATlONAL PARK i:l ,:p Source j

R.8 E. R.9 £. i¾I' R. 10 E.

ff•"'

>-0 2 4 u ow 0 >- 0 -, au + O +W ,-,,a:: 0 -, Scale in miles (\J (L 'T 0 -0::

R.11 E.

T.

N.

N

Waste Areas

STATE PROJEC T SHEET TOTAL

NO. SHEETS

WA PRA-MORA 10(1) I 52 .

INDEX TO SHEETS

SHEET DESCRIPTION NO.

I TITLE SHEET

2 TYPICAL SECTION

3-5 SUMMARY OF QUANTITIES

6 SUMMARY OF DRAINAGE OU ANTI TIES

7 PLAN AND PROFILE

8 RUBBLE PAVED WATERWAY

9 FIN IS HED GRADING PLAN

10- 41 LAUGH I NG WATER CREEK BR I OGE

DRAWINGS RG 2501-A THRU RG2501-FF

42-48 1934 AS-CONSTRUCTED BRIDGE PLA NS

49 TRAFF IC CONTROL PLAN

50 PERMANENT PAVEMENT MARKINGS

51 CA TCH BAS IN DETAILS

52 WASTE AREAS

STANDARD DRAWINGS

204-1.3 TEMPORAR Y EROSION CONTROL MEASURES

204-2.3 TEMPORARY EROSION CONTROL MEASURES

603 - 1.01 CORRUG AT ED METAL ROUND PIPE

604-2.0 CATCH BASIN FRAME AND GRATE

606 - 10.01 CONCRETE BARRIER

635- 1. I CONSTRUCTION SIGNS

Standard specifications for this project: FP-85

Design Designation

ADT 1992

V 40 MPH

~MENDED:

' . ,,._/h /4/4o£

~Divis ion Eng ineer- , 3/13,/9z_

' Dote )"·- Wester-n Federal Londs High,,.,.ay Di vision specifications have been prepared in compliance de si,on drawinos approved by the Reoional Director

WILLIAM J. BRIGGLE

Supp,-i.7tenden t, Movnt Rei" No tional Par-k Servlce

APPROVED:

MICHAEL J. TOLLEFSON

3/31/92 Dat e

4/6/92 z (L (acting)R eg iona l Dir e::c tor, Pac i fic Nor1hw o:, ._ t- Region. Date

<i.O <{ 0 Nation<:1' r1 c:- k Service >- w >- z V1 a) V1 w NPS PkQ. No. 375 DrawinQ No. 105/41,938

"x"y-""3""0"'12"'0""00""."'o""o""o."'J"'o""oo""o'"'o"'o,....0"'0"0,.....--------------------------------------------t-------------------------------------------------------------------------------------------l

C) u ::::i; ,.., (\I

LL

c:,, c::

~-.J

Sta.

Sta.

<..:i Seedin9/Mulchin9 Topsoil r ~ variable

6'

TYPICAL SECTION

123+00 to Sta. 132+05 -~Di

" c 134+90 to Sta. 140+00 :§ r:::,C:: -~

~ . ~(), "'Q~ f

'?11.i

/4' 2

Profile Grode t I /4' 2

27. Crown U

Aspholtic concrete surfocin9, 5" compacted depth, placed in two equal loyf:rs.

Emulsified asphalt, grade CSS-1, Tack Coot

Crushed aggregate, !3u compacted depth, placed in 3 equal layers.

QUANTITIES

5' JI

¼d

Item 303(2) Crushed ag9re9ate 3,748 tons Includes 67. water Item 4/0(3)

Item 4//(/) Item 624(3)

Emulsified asphalt, grade CSS-1, tack coat 2 tons Aspho/tic concrete surf ocin9 1,226 tons Placin(} conserved topsoil, 2 inch deoth 3,800 square

QUANTITIES BASED ON THE FOLLOWING:

303(2) (282 tons/sta., usin9 a 28' top width) 410( 3) W.10 9al/sq yds) 4//(I) (89 tons/sta., using o 28' top width) yards d

. 11 Slope rounding

STATE PROJECT SHEET

NO.

TOTAL

SHEETS

WA PRA MORA I OC I>

FOOTNOTES:

U Maximum superelevation on curves shall be of the rote "e .. os indicated under the curve data shown on the Plan-Profile Sheet.

£1 Design cut and fill slope information is available in the Earthwork design Data Listing r see FAR 52.2 36-4).

JI Clearing and grubbing shall be 5 ft beyond cotchpoint in cut areas and 2 ft in embankment areas, except cut left sta. 136+65 to 137+80, clear around large trees os directed.

jJ Roundin9 shall be accomplished i~ all areas except as directed. This work will not be paid for directly.

~ Construct toper from 12' width of Sta. 123+00 to 14' width at Sta. 125+00, and from 14' width at Sta. 138+00 to 12' width at Sta. 140+00.

Additional widening information is available in the Earthwork Design Dato Listin9 rsee FAR 52.236-4).

TYPICAL SECT I ON

Nl------------------------------------------------------------------.....11---------------------XY = 3000000. 000, 3015000. 0000 I

C)

::z:

r, N L..J

LL

N

SHEET NUMBER ----------)

ITEM DESCRIPTION

I 05( I) CONSTRUCTION STAKING

I 06( I l CONTRACTOR SAMPLING, TESTING AND DAILY RECORDS I 06( 2l INCENTIVE PAYMENT - QUALITY MATERIAL

I 08( 21 INCENTIVE PAYMENT - DBE SUBCONTRACTING

I 09( I) EXTRA & MISCELLANEOUS WORK

AS AUTHORIZED IN SUBSECTION I 09. 04

201 (I) CLEARING AND GRUBBING

202( I) REMOVAL OF EXISTING BRIDGE

203( I) ROADWAY EXCAVATION

204( I l SOIL EROSION AND POLLUTION CONTROL

204( 2) WOOD EXCELSIOR BALES

204( 3) SAND BAGS

204( 13) SILT FENCE

206( 2) BRIDGE EXCAVATION

207( I l WATER ING

209( I l SHEATHING

303( 2) CRUSHED AGGREGATE

410( 3) EMULSIFIED ASPHALT, GRADE CSS-1, TACK COAT

411 ( 1 l HOT ASPHALTIC CONCRETE SURFACING

551 (I) STEEL H-P I LES, FURN I SHED

XY = 3000000.000,3022500.000

SUMMARY OF

2 6

TYPICAL DRAINAGE

UNIT SECTION SUMMARY

LUMP SUM

LUMP SUM

CTSM

CTSM

CTSM

ACRE

LUMP SUM

CUYD

CTSM

EACH

EACH

LNFT

CUYD

M-GAL

CUYD

TON 3,748

TON 2

TON I, 226

LNFT

(E) Final Quantity

STATE PROJECT SHEET TOTAL

NO. SHEETS

WA PRA-MORA 10(1) 3 52

QUANTITIES

7 8 9 12 49 50 ESTIMATED QUANTITIES

MORTARED FINISHED LAUGHING- TRAFFIC PERMANENT

PLAN RUBBLE GRADING WATER CR. CONTROL PAVEMENT BID

PROFILE WATERWAY PLAN BRIDGE PLAN MARKINGS PLAN ALLOWANCE SCHEDULE

ALL ALL

ALL ALL

ALL ALL

ALL ALL

ALL ALL

2. 3 2. 3 0. 7 3

ALL ALL

7, 5 75 7,575 425 8,000

ALL ALL

I 00 I 00

I 00 I 00 450 150 600

I, 800 I, 800 I, 800 ®

120 120

470 470 470

3,748 252 4,000

2 2

I, 226 74 I, 300

7,804 7,804 7,804

<t

L r, N L....J

LL

N

SHEET NUMBER ----------)

ITEM DESCRIPTION

551 ( 2) STEEL H-P I LES, DRIVEN

551 ( 11 l SPLICES

552( I Al STRUCTURAL CONCRETE, CLASS A( AEl, 3500 PSI 55 2( I Bl STRUCTURAL CONCRETE, CLASS A( AEl, 4000 PS I 552( I Ol CONCRETE COLORING AGENT

554( I l REINFORCING STEEL

554( 2) EPOXY COATED REINFORCING STEEL

555( 7) STRUCTURAL tJ.ETAL, FURN ISHED, FABRICATED AND ERECTED

565( I l FIXED BRIDGE BEARINGS

565( 2) EXPANSION BRIDGE BEARINGS

601 ( I l MOBILIZATION

603( I Al 12 INCH PIPE CULVERT 603( I Bl 24 INCH PIPE CULVERT

604( 2A) INLET, TYPE 3A

604( 2Bl INL ET, TYPE 38 605( I l 6 IN. PERFORATED/NONPERFORATED PIPE FOR UNDERDRAINS

610( 15) CLASS B MAS ONRY

622( 9) RUBBLE PAVED WATERWAY

622( 12) ASPHALTIC PAVED WATERWAY

624( 3) PLACING CONSERVED TOPSOIL, 2 I NCH DEPTH

625(2) SEEDING, HYDRAULIC METHOD

625( 5) MULCHING, HYDRAULIC METHOD

XY 3002000.000,3022500.000

SUMMARY OF QUANTITIES

2 6 7 8 9

MORTARED FINISHED

TYP ICAL DRAINAGE PLAN RUBBLE GRAD ING

UN IT SECT I ON SUMMARY PROFILE WATERWAY PLAN

LNFT

EACH

CUYD

CUYD

POUND

POUND

POUND

LUMP SUM

EACH

EACH

LUMP SUM

LNFT 88

LNFT 56

EACH 2

EACH I

LNFT

LNFT

SO YD 11 5

LNFT 415

SOYD 3,800 I, 900

SLRY UN IT 5.0

SLRY UN IT 5.0

® Final Quantity

STATE PROJECT SHEET TOTAL

NO. SHEETS

WA PRA-MORA 10(1) 4 52

12 49 50 ESTIMATED QUANT ITIES

LAUGHI NG- TRAFF IC PERMANENT

WATER CR. CONTROL PAVEMENT BID

BRIDGE PLAN MARKINGS PLAN ALLOWANCE SCHEDULE

7,804 7,804 7,804

10 10 10

897 897 897 ® 304 304 304 ®

4, I 00 4, I 00 4, I 00

126,600 126,600 126,600 ® 79,300 79,300 79,300 ®

ALL ALL ALL

3 3 3

6 6 6

ALL ALL

88 2 90 56 4 60

2 2

I I 487 487 13 500

963 963 7 970

11 5 5 120 41 5 5 420

5,700 I, I 00 6,800

' 5.0 I. 0 6

5. 0 I. 0 6

Cl .

<t r, (\J L-J

LL

N

SHEET NUMBER ---------->

ITEM DESCRIPTION

634( I Al PAVEt.fNT MARKINGS, REFLECTORIZED PAINT, SOLID YELLOW

634( I Bl PAVEt-.E:NT MARKINGS, REFLECTORIZED PAINT, SOLID WHITE

635( 2) CONSTRUCTION SIGN

635( 7+ CONE, TYPE 28 INCH

635( I Ol TEMPORARY CONCRETE BARRIER

635( 121 WARNING LIGHT, TYPE A

635( 151 TEMPORARY PAVEi.ENT MARKINGS 635( 161 PAVEt-.E:NT MARKING REMOVAL

635( 191 FLAGGER

635( 50) TEMPORARY BARRIER RAIL REFLECTOR, BIDIRECTIONAL

WH I TE AND WH I TE

637( I Al AIR COMPRESSOR, PORTABLE, 600 CFM MINlMJM

INCLUDING PIPE, HOSE AND FITTINGS

637( I Bl DRILL, BLAST HOLE, CRAWLER MOUNTED, 3 INCH MIN., INCLUDING DRILL STEEL, BITS AND FITTINGS

637< I Cl HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1. 5 CUYD 637( I Dl LOADER, FRONT END, WHEEL TYPE, 3 CUYD MINIMUM

CAPAC I TY

637( I El TRACTOR CRAWLER (DOZERl, POWER ANGLE AND POWER

TILT BLADE, 65 E.H.P. MINIMUM

637< I Fl TRUCKS, HIGHWAY, DUMP BODY, REAR, IO CUYO

MINIMJM CAPACITY

637( I Gl TRUCK, HIGHWAY, FLATBED, I TON MIN IMJM CAPAC I TY

638< I l GENERAL LABOR

660( I l CONDUIT, 4 INCH

XY = 3004000.000,3022500.000

SUMMARY OF QUANTITIES

2 6 7 8 9

~RTARED FINISHED

TYPICAL DRAINAGE PLAN RUBBLE GRADING

UNIT SECTION SUWARY PROFILE WATERWAY PLAN

LNFT

LNFT

SOFT

EACH

LNFT

EACH

LNFT

LNFT

HOUR

EACH

HOUR

HOUR

HOUR

HOUR

HOUR

HOUR

HOUR

HOUR

LNFT 880

STATE PROJECT SHEET TOTAL

NO. SHEETS

WA PRA-MORA 10(1) 5 57

12 49 50 ESTIMATED QUANTITIES

LAUGH I NG- TRAFF IC PERMANENT

WATER CR. CONTROL PAVEMENT BID

BRIDGE PLAN MARKINGS PLAN ALLOWANCE SCHEDULE

3,400 3,400 3,400

3,400 3,400 3,400

150 150 20 170

I 00 100 I 00 530 530 530

4 4 4 7,000 7,000 7,000 I, 600 I, 600 I, 600 2,800 2,800 200 3,000

25 25 25

20 20

20 20

60 60 100 100

40 40

600 600

40 40

200 200

880 880 l:l D <r w CSl

STATE PROJECT

WA PRA-MORA 10(1)

SUMMARY OF DRAINAGE QUANTITIES

SHEET

NO.

TOTAL

SHEETS

THE QUANTITIES SHOWN HEREON ARE APPROXIMATE, AND ARE SUBJECT TO FIELD ADJUSTMENT ---------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------.

I I I PI PE CULVERT (LI NEAR FEETl I END SECTIONS I I ACCEPTABLE CULVERT PI PE -j IEST I l-------------------------------------------------------------~---------------------------I--------------------------I--------------------------------I ------------------------------------------------ -----------1

IMAX ISTR I I I I I I I I I I I I STEEL: I ALUMINUM: I ICORRUG I

STATIONICOVERIEXC I I I I I I I I I I I I CORRUGATIONS I CORRUGATIONS I IPOLY- I

IFEETICUYD I CORRUGATEDMETALORCONCRETE I REINFORCED I CORRUGATEDMETAL ISTRUCT IINLET !INLET I I I I I I (INCHES) I !INCHESl ICONCRETEETHYLENI I I I I CONCRETE I PIPE ARCH I PLATE I TYPE 3A I TYPE 38 I I I I I 1---------------------------------------------------- -------1

I I I I I I I I I I I I I I I I I I I I I STR I I

I I I I I I I I I I I I I I I I I STR I I I I PL T I I

--------------------I -----------------------------------------------------------------------------------------I--------------------------I I I I 12 2/31 I I PLT 12 2/31 I 19 X I I DIA OR SPAN X RISE I 12" I 24" I I I I I I I I I I I I I I I IX l/2I3XI I5XI 16X2 IX l/2I3XI 16XI 12 1/1 I --------------------I--------I--------I --------I--------I --------I --------I--------I --------I--------I --------I --------I --------I --------I--------I --------I --------I -----I -----I-----I ----I ----I -----I -----I----I ----I RE INF I ITEMNO -----> 1603!1All 603!I8ll I I I I I I I 1604!2Al I604!28l I I I I . INOTESI THICKNESS!INCHESl I THICKNESS(INCHESl I CLASS I --=====-=======---=============================-=========================-========-========-=============================================================================-=====!=====-==========================-====================I

I I I I I I I ·I I I I I I I I I I I ------- -----1------1--------1--------1-------- --------1-------- -------- -------- -------- -------- --------1--------1--------1--------1-------- --------1--------1----- -----1----- ----1---- -----1-----1---- ---- -------- -------1 128+00 3 I 31 I I 56 I I I I I I I I I . 064 I I • 060 I I X I ------- -----1------1--------1--------1-------- --------1-------- -------- -------- -------- -------- --------1--------1--------1--------1-------- --------1--------1----- -----1----- ----1---- -----1-----1---- ---- --------- -------1

I I I I I I I I I I I I I I I I ------- -----1------1--------1--------1-------- --------1 -------- -------- -------- -------- -------- --------1--------1 --------1--------1-------- --------1--------1----- -----1----- ----1---- -----1-----1---- ---- -------- -------1 131 +29 2 I 13 I 16 I I I I I I I I I I 2, 3 • 064 I I . 060 I I X I ------- -----1------1--------1--------1-------- --------1-------- -------- -------- -------- -------- --------1--------1 --------1 --------1-------- --------1--------1----- -----1----- ----1---- -----1-----1---- ---- -------- -------1

I I I I I I I I I I I I I I I I ------- -----1------1--------1--------1-------- --------1-------- -------- -------~ -------- -------- --------1--------1--------1--------1-------- --------1--------1----- -----1----- ----1---- -----1-----1---- ---- -------- -------1

135+ 17 2 I IO I 26 I I I I I I I I I I 2, 3 . 064 I I • 060 I I X I

------- -----1------1--------1--------1-------- --------1-------- -------- -------- -------- -------- --------1--------1--------1--------1-------- --------1--------1----- -----1----- ----1---- -----1-----1---- ---- --------( -------(

I I I I I I I I I I I I I I I I I 136;88-1--- •- ---20- -----46-1--------1----_---- --------1--------1--------1-------- -------- -------- --------1------,-1-------- --------1-------- --------1--------12~3~41 ~064- ----- ----1----1 ~060-1-----1----1---- --------1----x--1 -------1----- ------ --------1--------1-------- --------1--------1-------- -------- -------- -------- --------1--------1-------- --------1--------1--------1--------1-----1----- ----- ----1---- -----1-----1----1---- --------1-------1

I I I I I I I I I I I I I I -I I I I I -------1----- ------ --------1--------1-------- --------1--------1--------1--------1-------- -------- --------1--------1-------- --------1--------1--------1--------1-----1----- ----- ----1---- -----1-----1----1---- --------1-------1

I I I I I I I I I I I I I I I I I I I I -------1----- ------ --------1--------1-------- --------1--------1--------1--------1-------- -------- --------1--------1-------- --------1--------1- - ------1--------1-----1----- ----- ----1---- -----1-----1----1---- --------1-------1

I I I I I I I I I I I I I I I I I I I I -------1----- ------ --------1--------1-------- --------1--------1--------1--------1--------1-------- --------1--------1-------- --------1--------1--------1--------1 -----1----- ----- ----1---- -----1-----1----1---- --------1-------1

I I I I I I I I I I I I I I I I I I I I I -------1----- ------ --------1--------1-------- --------1--------1--------1--------1--------1-------- -------- --------1-------- --------1--------1--------1--------1-----1----- ----- ----1---- -----1-----1----1---- --------1-------1

I I I I I I I I I I I I I I I I I I I I -------1----- ------ --------1--------1-------- --------1--------1--------1--------1--------1-------- -------- --------1-------- --------1--------1--------1--------1-----1----- ----- ----1---- -----1-----1----1---- --------1-------1

I I I I I I I I I I I I I I I I I I I I -------1----- ------1--------1--------1-------- -------- -------- --------1-------- --------!-------- -------- --------1--------1--------1-------- --------1--------1-----1----- -----1----1---- -----1-----1----1---- -------- -------

1 I I I I I I I I I I I I I I I I -------1----- ------1--------1-----. --1-------- -------- -------- --------1-------- --------1-------- -------- --------1--------1--------1-------- --------1--------1-----1----- -----1----1---- ----- -----1---- ---- -------- -------

1 I I I I I I I I I I I I I I -------1-----1------1--------1--------1-------- -------- -------- --------1-------- --------1-------- -------- --------1--------1--------1-------- --------!-------- -----1----- -----1----1---- ----- ----- ---- ---- -------- -------

1 I I I I I I I I I I I I I -------1-----1------1--------1--------1-------- -------- -------- --------1-------- --------1-------- -------- --------1 --------1--------1-------- --------1-------- -----1----- -----1 ----1---- ----- ----- ---- ---- ------ - -------

1 I I I I I I I I I I I I I -------1-----1------1--------1--------1-------- -------- -------- --------1-------- --------1-------- -------- --------1--------1--------1-------- --------!-------- -----1----- -----1----1---- ----- ----- ---- ---- -------- -------

1 I I I I I I I I I I I I I -------1-----1------1--------1--------1-------- -------- -------- --------1-------- --------1-------- -------- --------1-- ------1--------1-------- --------1-------- -----1----- -----1----1---- ----· ----- ---- ---- -------- -------

1 I I I I I I I I I I I I I -------1-----1------1--------1--------1-------- -------- -------- --------1--------1--------1-------- -------- --------1--------1--------1--------1--------1-------- -----1----- -----1----1---- ----- ----- ---- ---- --------1-------

1 I I I I I I I I I I I I I I I I -------1-----1------1--------1--------1-------- --------1--------1--------1--------1--------1-------- -------- --------1--------1--------1--------1--------1-------- -----1----- -----1----1---- ----- ----- ----1---- --------1-------

1 I I I I I I I I I I I I I I I I I I I -------1-----1------1--------1--------1-------- --------1--------1--------1--------1--------1--------1--------1--------1--------1--------1--------1--------1--------1-----1----- -----1----1----1-----1-----1-- -1----1--------1-------1

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -------1-----1------1--------1--------1-------- --------1--------1--------1--------1--------1--------1--------1--------1--------1--------1--------1--------1--------1-----1-----1-----1----1----1-----1-----1----1----1--------1-------1

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -------l-----l ------1--------1--------1-------- --------l--------l--------l--------l--------l--------l -r------l--------l --------I --------I--------I--------I--------I -----I -----I-----I----I----I -----I -----I----I ----I -- · -----1-------1

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I =======================================================================================================================================================================================================================================I

SHEET TOTAL I 74 I 88 I 56 I I I I I I I I I 2 I I I I I I I I I

-------------1------1--------1--------l --------I--------l--------I--------l--------l --------I--------I--------l --------l--------I--------l--------I--------I--------I -----I I

PROJECT TOTAL I 7 4 I 88 I 56 I I I I I I I I I 2 I I I I I I I I I

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 NOTES: I. 3: I BEVELED END RIGHT 4. Includes el bow I

2. See Catch Basin Detai 1

Sheet 51 I

3. Skew to fit field cond tions I

XY = 3000000.000,3030000.000

'c?

'c?

N

I STATE PROJECT SHEET! :aT J.'

Aspholtic concrete surfacing NO. I SccETS

( see typical section, sheet 2 I

Existing pavement) structure

( Existing pavement structure c.,/~c; Construct ruDD/e paved

0 J' waterway, See Sheet 8

Construct catch Dosin 2 each /see sheet 51 for details!.

;i-0"' 0 - :< n

0 • 0.' . - 0 -0 :::i

Crushed oggregote (see typical section, sheet 21

S .:l' for details. /J. T • 6i"02' -;; "'"' z -o / Q::

0 ,t Ts;· 487.IO✓ '?.. ~~ii~ '------- ~ _/' Ts2 - 582.I 3' ':>; 0-toO ~ ~ ~ .

/J.C, - 26"05' ~ \A _ tl~~ -"I': ' 6 /J.C • 25"!2' '" -t-:;, 0 "l q;,,1-.0/;,,,"'/i'.,.8 I': Construct catch Dasin D

1°45 \ Construct ospholtic "'"' "'" :, I

I

CONNECTION TO EXISTING PAVEMENT

Sta. 12 3+00 and 140+00

Aspholtic concrete surfacing __ t

-"/;,~ a I': I each I see sheet 51 for details!. D' • ' CL ' ;;, ~ } r .- 0.os

- 2 • 5"!5' CL ., 1ol-l paved waterway. "'"'o • 1

' ,1 v/ / ~;::~-\ L 336 56 ~ -~-~~ col.lf''--<i 90 /in ft 'ti,~~ ....----::;~.;::-.::--:_~--==-------'l ,:._.,':__:,--:-:-.., ?s,.O, L;: 480:aa' ~ t.-- --<l-' See detail this sheet. "''S"' • -::>--;:::.:.:--------:.-..::_-~-.:-, , , , "--" V e, - 0.070 · -" ,.... ·-- - - --. ·--

[I, '•-;~---- ,t, ~ e2 • 0.057 :~-, ~ .,.,:-,:-?:.'/ .-;:_,.- ~ °> ••. '- '-,,., ..J"..>o <(j ~~ ,~ _.1/ / •• P,n-i:c:'o

;:i· ·····0-. '~·-.. <"/- 0· ¾ /J.5 - 9'45' \f\) --t- ~ q'i"6 ., i)·~::>:,;:<········ ~:][£a':

/"~ '"<~~:> / 1,ll; •""" !' L,. ''°t '/1 ? ,.~, """" ,,,, ,,/ 7, ft)' Construct ospholti/(•-::.~_.,_ :·~---. , -<"'iii t/f J :1 ~ :~;~ Jiff, , 1r:i~. ---~ ,:,i_,:;,,/' '\, ,c - 53°10' paved waterway. _} ···:-:.,._ " ', ;,; fii [! if;; ~ ' N ~· - / , ,,. 0 ':::- T • 286. 7!'

I WA PRA-M0RA 10(1) 7 I 52

I 6' : Aspholtic concrete, See detail this sheet. ···---::-;, ' ' ft: - - '?"-/ • • l,67' 325 /in ft ··-:-:.:-:-, '-- a..,,,,d VJ ~\J1. ;!

! ii:~~~~/_,-~.,• ·u··,~,-,,·tiync~ uclotnduit f • l0"00' CR

••· , ----- __ _ ..... -· ..:.:·····~"' ,,,.,... /furnished Dy others! e • 0.018

UTILITY CONDUIT INSTALLATION DETAIL

l

Subgrode

~ 2" compacted depth

ASPHALTIC PAVED WATERWAY DETAIL

Sta. 12 3+50 to 126+75 Rt Sta. 136+88 to 137+78 Lt

STA. 123+00

BEGIN PROJECT

PRA-MORA IOU)

N 5 I 7046. 525

Line to De constructed ,:>:::~~;;~";ii:~'-iff\~ ,,,.ao ':f;':;J[:,"F,:;,'~ ~~~ii2;;6{1J See Section 202 of the Special nl l ~ LAUGHINGWATER CREEK BRIDGE E

1735571

I ,--- Finisn Grode

Bocif1IJ wifn suitable moterial-lH -_____ COllserved from excavation ,c .. 1 · 1, ---------

4" PVC pipe leach side)

]·6··11 ~ ~ 1/ort,ng Tope

• o n I1· E I n554 39. 886

Contract Requirements for details. ; 'l ~ Construct Dridge, and retaining walls l3Q+QQ \._, ~ See drawing No.s RG 250/A - RG 250/FF t--y.--1

/EOUATIONI

J1tem 660/1) J conduit, 4 inch J 880 lnft J

Tl5N, RIO£, WM ' l::

Cl) ,..._ a '--;G l{) C\J al{)::,:

'<t-· o::i (\j l{)':>

·'1- + C\J' + <>:i a + "1-a <o <o -- Lu"' ~

':> ':> ---···-l _,.-.q:--+--l t--+--+--+--+--f-----if-----lf-----1-+-l-l--t d~7r_ 6~·*"' ...... =---'l'---l---l-----

C)t---2,13_0--;t----+--+--+---+--+--+----1--+---+--1----4----'--'2::..:l_;.7.:.0-,1

"' % ~ i~===t===t===t===t===t==~t==~c==jc==jc==jc==j===.:;===.:t==~-l I ---+=+=+=+=+=t==t==t==t==t==t==t==t===t===~=~~~~=~=~=~==t==t==t==t==:+==+==+==+==+==t;:±=::t==:t~±~~~j~:::fi~j=j~7:f==i= d !::: ., -~ ~ t--+--+--+--+--t---t---r-------1r-------1-----11------1-----1-----1---J t , ~- 2080 I a "1 (j -. "' ,..._ _ 2160

1--t--t--t--t--t--t--t--t--t-----ll-----l:-----!-----!---l---l---f---f----+----+--+-_j_-_j_ _ _j__+_+_+_---J..._---J..._--J_..~- 2 54001/. _. I I I '? c\j::,: -~ ~ ',3 <f. l{) •- l---+--+--+--1,..-<c:=___ ~J-----1•~,;,.·_,.,,·---=-+-+---\l--.---H---+----+--,/.L-li+-+-+'-+--l-- <o ~ <:\.;,,., h>--+--+--+---,__ a~ r --~ Profile Grode~ 1,....----' _,__ /• 7 ':> i:;:J a"'~~ V)l--+--+--+--t-- ';_) i:; ,,~---+---+---+-~___..!--=-1----1----1-----1 a ~ · ~- --- l 2010 f-11-

L

-+-7--k---+---+---+--_j~ ~ ~ ~-- .:;:J ,;.--,1---1--_..,i,:~~--+---+---+---+---+-..J

~ ,----1>--+-a ~L--f--f-------lf-------l-----l--=---<l==-----1--~J-~~~!~~~1~~~1~~~t~~~t~~~t~~jt~~jc~~j~!t 1-:__-:__~1:_-:__=:._1_-:__-=:__-:__t_~t~t-:__L~+_-:__-:__~+_-:__-_--+---+--+-=-~=--+-+-+-+-...L--l---l--+-+-+-=:,...:~.:::i~,.....4-~:::::..-i_-i_-i _ _)_ _ _j_ _ _j_ _ _j_~

~ ~ r-----lf---+-- + ::,.. I - ,,__ ! I I I / ~

tr) "1._ - --- \ I I 7 ~qi 1--+--+--+--t--+--f---f---f---l-----ll-----i-O~G,----1>--+-~~c:,l--l--~~:;t~;-;t::~-~~:~c~~j~==j===j===j===j===i===±===±===±===t===ti1==kt=~t1==:t:c•:ti1=:c==:c== ~t

2100 f---f---f---1-----11-----1----1----l---l---l---1----1-- '? C\, ::,: L--f--:-:-1--ll--::.1~•2_,• .. /<15~4~3==1/.~J.,---==:~L---~==j===1===t:==t===t=-+--+--+--t---1---1--__j~__j-__j~-I--/\I I / !::: o, -~ .---+--+--+--+--+--+--+--+--+---l---l----1- c\i -- , , - c-- 1 , 2060 , 1 .c:._ ~ ~ l--+--+--+--+--+--+--1-----11-----1f-----1---1-----1Lu_a__,_ 3001/.,.___'f'.........-==--+--+--+--+--+-+- t'-' t:: t---t--t--1------11------1-----1--+--+---l-1-li,1+-~1--<14-+-+f....--l---+-- v

1--t--1--1----11----1--1--1--1--+--+--+--+--1·••~2:_;•.::.3.;.,.,::.--=·+-L.-+--+--1---l---1---~__j~ C? G ~ ~ ~ t--+--f---r-----11-----1---l---l---l---l\-4:~-+---i-l--f--11---+--+-- ~ ~ ~ - a ~ ::,: ~ ~ :51--+--+--f-----if-----l---l----+---l--1--J;\:.-1-----1-I _ _J....j. l~----1---1-_-1-__ v .;c: ::'.' t--+--+--t---t--t--f----f-------lf-------li-----1-----1 _...-~="',...,,=+--l---l---l---f---f----+---1----+--1-- l{) ._ ~ U / i V <I)

2090 l--+--+--+--t---f-----1~1.72001/. f-___ ---1::---+-=+-+-+-+-+-+--1---1---1---1---1---1- lb "' a ~ ' t--+--l----f-----11-----1---l---l---1---W 1 l 2050 1 ~ ~ ~

J---+--+--+--+--+--4----1- ~ .:;:J ~ _ ~ \ ! I I \ I \ / I I I t==~=j~=~==~~~~==+==+==t==t==~=~~=~==•===t==t==±==t==t==t=j===i===t==±==±==t==t==t=Jc==i==1==±==±==r==t=jt=~b~1 J=i11~= 2080 1-'--t---:-+--i-------t--+-+--t---t--+-+-+--t----+--+-+-+----1--+-+-+--+-----l--+-+--l--l-----l---+--+---+---l--l---+--L-l!..I _ _LJ!_LT'J.fl..L Q 50 H. w. Elev. 2039.0 -t--+----lt--+--+-+--f----+---+-+-+--l------1--1----l---l----ll---l----i--+____J r---'--'---'--'-------t--t--t--t--t--+---IJ---+-+-t--+-+-t--t-+-+---ll----+-+-+--+-+-+----!--+-+--l---l----1----1-----l--_J..-.JJIL/__j_.11_j_ 0 50 - 525 CFS

ROADWAY EXCAVATION

cu yds

6 900 (500 cu vds for Conserved Tonsoil) I

675 QUANTITIES

EMBANKMENT 6 46 71 223 - Item 20/(I) CLEARING & GRUBBING 2.3 acres cu yds

CLEARING & GRUBBING

acres

1.3 _ 0.4 I See Subsection

- 201.03 I • ' -

0.6 Item 203(1) ROADWAY EXCAVATION 1,515 cu yds

Info. Only EMBANKMENT 346 cu yds

SEEDING

slurry units

MULCHING

s/urrv units

2.3 1.5 .

2.3 I I ,_ ~ I -.

I_ .

I

1.2 - Item 625/2) SEEDING, Hydraulic Met/lad 5.0 slurry units

1.2 - Item 625/5) MULCHING, Hydraulic Method 5.0 slurry units

I 0 125 130 135 140 145

XY - 3000000.000.3037500.000

Rubble paved waterway

PLAN

Rubble paved waterway

Edge of Pavement

ELEVATION

n Installation Left of Statio Right of Station 133+20

130+74 and to 135+40.

8'

4'

• 1 see DETAIL A f Geotextile fa bric

SECTION A-A

4'

2'

Geotextile fabric

SECTION 8-8

Geo textile fa bric

Uniformly compacted bed

STATE . PROJECT

WA PRA-MORA I 0( I)

FOOTNOTE:

lJ Closs 3, Loose riprop, Estimated Quantity 4 cu yds.

SHEET

NO.

Energy Dissipater l1

ESTIMATED OUANTI TIES

L

DETAIL A

V V = ~ ()()? ()()() ()()() ~ I? 7 c; ()() ()()()

C j

SECTION C-C

I tern 622(9) I Rubble Paved Waterway

.. Lett of Sta. 130+74

Right of Sta. 133+20 to

Quantity (Info Only>

15 sq yds 30 lin ft

I 35+40 100 sq yds 220 lin ft

Total = 115 sq yds

RUBBLE PAVED

WATERWAY {SPILLWAY)

TOTAL

SHEETS

C>

• ::c g C

/f18toll Rubble Paved Waterway s~ sheet 8 for dr:talls

Note, Contour J!:::;;.:;;----ore the final grodif'9 contours.

LEGEND:

Areas to be recontoured in accordance with Section 202. (material to be removed).

Estimated Ouantities Item 624(3) Ptoc/nq conserved topsoll, 2 Inch depth

Recontourlng (south end)

Recontourina (north end)

FOOTNOTE:

u Informational only, payment will De made in accordance with subsection 202.07.

1900 sq. yds.

880 cu. yds. u

2050 cu. yds. U

1:90'

FINISHED GRADING PLAN

2g10 0 20 40

SCAl£ IN FEET

(Pion view only)

STATE

WA

PROJECT

PRA-MORA 10(1)

SHEET

NO.

:s;~

~li 2,ss

~21/~

- lnsroll RCJDD/e P;;;,, Waterway..-/ ~ ----- See sheet 8 for details ~ ~ .,,.,.,.---:::

Um/t of Operations

Horizontal Curve Dato, De • 5•-15·-oo• CL ij

I

I I

I I

I

I

I

11 ~ Approximate Jlmfts of dlsrurtxmce fr¥. construction of temporary access road to the center pier and temporary stockpiling of excavation and construction fl'l(1ferials from center pifu operations. rsoe Subsection 105.02 and 206.0JJ.

R - /091.348 A - 25"- 12'

Le - 480.00' T - 243.945'

Sut,grode

TOTAL

SHEETS

l-----------------

4:

Existing ground

EJ<isting ground Area

SECTION 8-B

SubgrodB

Area Exlsffng ground ---

SECTION A-A

RecOfltour ArN povtJd waterway

'------------=-- Bridge footing and walls

SECTION C-C

U.S. D£PARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDER.al LANDS HIGHWAY DIV ISION, V.&NCOUVER, WA

FINISHED GRADING PLAN

LAUGHINGWATER CREEK BRIDGE

WASHINGTON S.R. 123

MT. RAINIER NATIONAL PARK

LEWIS COUNTY, WASHINGTON

/4'-0· to 2•-0• t Rdwy.

Fascia

1 Beam.

Vert icat --------face - other face of retaining wall

Note, I

ON BRIDGE

1 Roadway Surface face i OFF BRlDGE

TERMINOLOGY DIAGRAM

No Scale

2//0

t. Brg. ADut. I and

t. Brg. Abut. 2 are radial lines.

Normal to

El. 2112.0

El. 2107.0

Parallel to

t. Brg. ADut.

1·-20·-12.75•

Layout Line~ El. 2119.30 @ Gutterline

ABUT. I

Len9th of Bridge - 285'-0'

Measured along t. Rdwy.

142'-6• /42'-6'

Measured a!oni; R(lwy.

1,/eosured along '- Rdwy.

I

Bridge @ '- R WY,,, Sta. 132+05.00 Rdwy. Et. 2120.10 I

( -Layout Line b I

Radio/

PLAN

2'-0-X 2' - 3• high masonry parapet (See RG2501-AA and RG250!-BB.J

Grade -+ 2.54¼

FIX

Upstream El. 2102.0 Downstream Et. 2096.0

t. Pier @ t. Rdwy.

Sta. !33+47.50 Rdwy. El. 2123.72

End Bridge @ t. Rdwy.

Sta. 134+90.00 Rdwy. El. 2127.34

Expansion Joint (typ.)

See_ RG2501-Z.

STATE PROJECT

L WA PRA-MORA

! S~E:C:T

NC.

10( I) ' I 0 Parallel to t Brq. ADut. 2

Note: For parapet and fascia Deam details, see RG2501-AA & BB.

The Layout Line intersects the

t. Br9. & t Rdwy. @ ADut. I

& extends to intersect the

t. Br<). & t Rdwy. @ Abut 2.

Et. 2120.0

El. 2115.0

Horizontal Curve Data:

De - 5•-15•-ocr CL

R - 1091.348' A - 25"-/2'.-00•

Le - 480.00' T - 243.945' e - 0.057

Approximate existing ground @ '- Rdwy.

Note: For Foundation Plan see RG2501-B

APPLIED STRUCTURAL LOADS:

Abut. I & Ret. Walls A & B :: 4.35 T.s.f.

Pier I = 82 Tons/Pile

Abut. 2 & Ret . Walls C & D = 82 Tons/Pile

050, High Water El.- 2039.0

Et. 2045.0

HP 13 x 73 piles -- ( Not all piles shOwnJ

PIER

ELEVATION

Est. pile tip El. 2004.0

PREPARED

BRIDGES AND STRUCTURES

DENVER, COLORADO

DESIGNED BY

LCC

Est. pile tip El. 2000.0

DRAWN BY

BDR

APPROVED:

BRIDGE ENGINEER

CHECKED BY SCALE

JWK

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION, VANCOUVER, WA

LAUGHINGWATER CREEK BRIDGE

WASHINGTON S.R. 123

MT. RAINIER NATIONAL PARK

LEWIS COUNTY, WASHINGTON

BRIDGE DRAWING DATE DRAWING NO.

OF 32 JANUARY, 1991 RG2501-J

Note: Contours sflown ore of tfle existi ng ground and ore intended to show general features only. Specific information for construction purposes sflall De ot>toined Dy tfle Contractor at tfle job site. A plan of finisfled grading contours Is shown in the roadway plans.

See Sheet No. 9.

r-- (x- 2000.000, y- 2000.000)

Begin Bridge !Parallel to t Brg. !

r-20'-12.15~

I 2'- 8¾·

I

;r---......_ t Brg.

· !Radial) I

ABUT. I DETAIL

No Scale

ABUTMENT ,. I

COORDINATES

Tile Layout Line intersects the t Brg. 8, t Rdwy. @ Abut. I . - · · - - & extends to intersect the t Brg.

& t Rdwy. @ Abut. 2✓

///II(

Horizontal Curve Data, De - 5'- 15'-00· CL

R - 1091.348' c,. • 25"-12'- 00'

Le • 480.00' T 243.945' e - 0.057 x-1792.552" y-1046.798'

F_OUNOA TI ON PLAN

Scale , r- 20'-0' x-2000.000' y-2000.000' x-2229.546' y•/051.877'

• Other face , of ref. wall I

WALL C

•see Terminology

Note, For Abutment I wall 8, footing dimensions, see RG2501-D.

STA TE

Note: For Pier details, ·see RG2501-P 8, 0.

Note, Note, Note, POINT

I

Cross flatcfled sections sflown on retaining Walls ·a- and "[)" extend under existing roadway. Tflis may De consrrucred after traffic is switched onro the new bridge at !fie Contractors option. Construction joints shown on subsequenr plan sheets sflall De used.

Coordinates for point (]) are of !fie intersection or t Brg. and t Rdwy.

Otfler coordinates given ore for ;ayout of !fie retaining walls.

All coords, are along the otfler face of the retaining wall at wall exp. joints, contr. joints, and at cflanges of curvature in wall !pts. 8 and 121.

The Foundation Pion coordinate system is Dosed on the arbitrary coordinates 12000.000', 2000.000'1 at the radius point of !fie flori zonra1 curve !t Rdwy) and applies only To tile Dridge and retaining wall layour.

ABUTMENT •2

COORDINATES

X (Ft. l y <Ft. l

2139.369 917.588

WA

Layout Line

Note:

PROJEC SHEET TOT A!..

NO. SHci:TS

PRA-MORA IO(ll 11 52

,z_l'l'J

~ ------c

/' ~ See RG2501- E for pile ( Note, layout @ Abut. 2 and

~&D.

_,,,;.L 7"-20'-12.75"

I i 2·-8¾·

Rdwy.

End Bridge ! Parallel to t Brg.!

ABUT. 2 DETAIL

No Scale

POINT X (Ft.) y (Ft.l Diagram on RG250I-A 2 2140.074 933.646

For Boring Loqs. see tfle 'Ref)()rt for Lauqflingwoter Creek Bridge and Wall Foundations on SR 12 3 in Mr. Rainer National Pork Washington State·, Report No. 29-87.

I 1860.632 2 1859.927 3 1850.018 4 1840.122 5 1820.37 3 6 1800.686 7 1781.068 8 1771.287 9 1761.639

10 1739.071

II 1855.883

12 1842.014 13 1836.053 14 /816.089 15 1797.542

917.588 933.646 934.994 936.434 939.591 943.115 947,004 949.085 951.698 962.302 902.239 904.149 904.826 904.491 900.504

Begin Bridge @ r.

x•/827. 7 45' y-805.172' t Pier parallel-~ to y-axis

GEOMETRY PLAN

No Scale

PREPARED

@ t Rdwy.

--.... __ • Otfler face of ref. wall x-2172.255' y-805.172'

DESIGNED BY

BRIDGES AND STRUCTURES

DENVER, COLORADO LCC, Qt.I

3 2159.878 4 2179.627 5 2199.314 6 2218.932 7 2238.474 8 2253.077 9 2257.905

10 2284.9 77

II 2144. 117

12 2157.986 13 2163.947 /4 2183.911 15 2202.458

DRAWN BY CHECKED BY

BOR OM & JWK

936.435 939.592

943. 115 947.004 951.257 954.685 955.982 968.646

902.2 39 904.148 904.826 904.491 900.504

SCALE

AS NOTED

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL L ANDS HIGHWAY DIVISION, VANCOUVER. WA

LAUGHINGWATER CREEK BRIDGE

WASHINGTON S.R. 123

MT. RAINIER NATIONAL PARK

LEWIS COUNTY, WASHINGTON

BRIDGE DRAWING DATE DRAWING NO,

2 OF 32 JANUARY, 1991 RG2501-B

GENERAL NOTES:

SPECIFICATIONS: Design: AASHTO Standard Specifications for Highway Bridges, 1989. Construction: Federal Highway Administration Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-85.

DEAD LOAD: Concrete: 150 lbs. per cu. ft. Masonry: 165 lbs. per cu. ft.

Steel: 490 lbs. per cu. ft. Future Paving Allowance: 25 lbs. per sq. ft. applied between gutter lines. Earth Pressure: Equivalent to a fluid weighing 36 lbs. per cu. ft.

LIVE LOAD: HS20-44 Loading. Impact I = 50/(L + 125) (L = Span Length).

Maximum I = 30%. Maximum HS20-44 Live Load Deflection = L/800 (L = Span Length).

DESIGN CRITERIA:

REINFORCED CONCRETE·

Deck Slab: Load Factor Design with Serviceabilily Stresses limited to FC = 1,455 psi and FS = 20,000 psi for wheel roads. FC = 1,600 psi and FS = 24,000 psi for rail loads.

Pier: Load Factor Design.

Abutments and Retaining Walls: Service Load Design.

STRUCTURAL STEEL:

Designed by the Load Factor Method in accordance with the AASHTO Guide Specification for Horizontally Curved Highway Bridges, 1980, with 1981, 1982, and 1984 through 1989 interims.

~12.Efilfilt Seismic design provided in accordance with the Guide Specifications tor Seismic Design of Highway Bridges, 1983, with current interims.

CONCRETE: All concrete in the deck slab and fascia panels along outside edge of Mdge parapets shall be structural concrete Class A(AE), with a specified minimum 28-day design compressive strength F'C = 4,000 psi. All other concrete shall be structural concrete, Class A(AE), with a specified minimum 28-0ay design compressive strength F'C = 3,500 psi. All Class A(AE) concrete shall be vibrated and shall contain an approved air-entraining admixture. Chamfer exposed edges of all concrete 3/4 inch unless otherwise noted on the plans. No additive containing calcium chloride sha/1 be used in any concrete.

Alf concrete except footing concrete shall be colored. See Special Contract Requirements for Coloring Agent, Test Panels, etc.

FINISHING CONCRETE: The Roadway Slab shall be given a "Class 6 Finish". A bush hammered finish is required for all exposed surfaces of the abutments, retaining walls, pier, and fascia panels along outside edge of bridge and retaining wall parapets (See Special Contract Requirements for deta.i/s). All other surfaces shall be given a "Class 7 Finish".

REINFORCfl'\G STEEL: Al/ reinforcing steel shall conform to AASHTO M31, Grade 60 (ASTM A615, Grade 60). Epoxy-coated reinlorcing steel is required for those bars indicated in the bar list. The minimum concrete covering to the face of any bar shall be 2 inches, unless shown otherwise on the plans. Minimum splice lengths tor all bar sizes shall be as shown on the plans. No payment will be made for bar splices unless they are shown on the plans.

STRUCTURAL STEEL: The steel fabricating company and plant shall be fully certified In category Ill, under the AJSC Quality Certification Program. All structural steel shall conform to AASHTO M270, Grade 36 (ASTM A709, Grade 36) unless otherwise shown on the plans. All structural steel shall be painted in accordance with section 555.19, paint system No. 3 (See Special Contract Requirements for Details) unless otherwise shown on the plans. Main load carrying member components subjected to tensile stress shall meet the longitudinal supplemental impact (Charpy V-Notch) test requirements in accordance with AASHTO M270, S3.1T, Zone 2. These member components consist of: All plate girder web plates for girders A through C; all web and flange splice plates for girders A through C; all plate girder flange plates marked 'Tension Flange• on RG2501-W; and all diaphragm members and gusset plates. All flange and web splice plates shall be cut so that the rolling direction Is the same as that for the girder being spliced. Welding shall conform to the ANSljAASHTO/AWS D1.5 Bridge Welding Code. All field connections are friction type and shall be made with 7/8 inch dia. high strength bolts conforming to AASHTO M164 (ASTM A325). Steel for guard angles shall conform to AASHTO M270, Grade 36 (ASTM A709, Grade 36) and shall be galvanized after fabrication. See RG2501-R for notes on bearing devices. Payment for furnishing, fabricating, galvanizing (as required), painting, and erecting all structural steel shall be made under the contract item, "Structural Metal, Furnished, Fabricated, and Erected".

STEEL H-PJLES: Steel for piles shall conform to AASHTO M270 (ASTM A709). Each pile shall be driven to a minimum bearing of 90 tons · per pile. For pile penetration requirements, see Special Contract Requirements. Each pile shall have a pile tip. Each lip shall be a hard bite HP77600, as manufactured by the Associated Pile and Firting Corporation, or an HPH 14-RB, as manufactured by the International Construction Equipment Company, or an approv~d equal. Cost for reinforced pile tips shall be included in the payment item for "Steel H-Piles, Furnished".

BEARING DEVICES: See RG2501-R, S, and T.

MASONRY ~ARAPET: See RG2501-M and BB and Special Contract Requirements.

DECK EXPANSION JOINTS: See RG25D1-Z.

REGION STATE PROJECT SHEET TOTAL

NO. SHEETS

WA PRA-MORAKJ(IJ 12 62

l::ST[f\1//..\T'f:: OF GU,L1.NTf'T'! ~.:: t :· ..

NOTE:

(1) (2)

(3) (41

(5)

(6) (7)

(1) (2) (3) (4)

(5) (6) (7)

DESCRIPTIOt{

Removal of Existing Bridge .. ...... . . . ..•• Bridge Excavation ............ • Sheathing ............. • Steel H·Piles, Furnished ........ . .. • . ... . • Steel H-Piles, Driven Splices (Steel H-Piles) Structural Concrete, Class A(AE), F'C = 3.500 psi Structural Concrete, Class A(AE), F'C = 4,000 psi ..

Concrete Coloring Agent Reinforcing Steel (Final Ouantily) Epoxy-Coated Reinforcing Steel (Final Quantiry) Structural Metal, Furnished, Fabricated, anef Erected .

Fixed Bridge Bearings ....... . - Expansion Bridge Bearings 6" 0 Underdrain Class B Masonry

Final Quantity• See o'iagram tor pay limits lncluoes payment for Filter Fabric shown on RG2501-N All concrete in abutments, retaining walls, anef pier

OUAl>JTITY

All Req 'd.

126,600 79,300 A//Req'd.

LUMP SUM

CU. YOS.

CU. YDS.

L.F.

u=.

EACH

CU. YDS.

CU. YDS.

LBS.

LBS.

LBS.

LUMP SUM

EACH

EACH

L.F.

L.F.

All _concrete m deck slab and fascia beams along ouisioe eo·ge of briefqe parapr.is oerw,.:·n abutment expansron jomts - Estimated quantity is 351,800 LBS Includes perforated and non-perforated pipe shown on RG2501-N Includes payment tor grout core, and joint mater,ais through masonry parape,s

Screw concrete inser t r or ¾· </J threoded rod os monufoctured Dy Grinnel Corp. ) I rig. 152 ! · or an· appro,•ed equal I typ. J Space inserts at 8'-0" mox. across I entire bridge. 1 t Gdr. C~ rL.,,__-<--'-'--''-"-'-"---<- "'-'--'-'-''--"' Compact this material in accordance subsection 203.17

Cvsl sides of footing agai(!st undisturbed material (typ.!

~~:: ;i~. un~;e

Rdwy. Plans).

Original ground

- I _..--,,---s:~-

ABUT. I, RET. WALL A

AND RET. WALL B CUT SECTIONS

ABUT. 2, RET. WALL C

AND RET. WALL D

Compact this material in_ accordance with subsection 203. 11 t Gdr. B-"'-; . . : .. 'rf -~ ;;;;:dW. i"' •

Ad. t bl · I · rolls f A !~ 4- "' PVC pipe

• I ½

Original ground ;us a e swIve p ipe or ! schedule 80)

4• </J pipe os manufactured by (typ.J Grinnel Corp., (fig. 174! or an approved equal ltyp. i

4•-g- r-6' 4'-9" r -re ---- -----,1-~-,i------ -=----7 l Gdr.

TYPICAL SECTION

No Scale

BACKWALL DETAIL

/typical) No Scale

UTIUTY DETAILS

Note:

Far utility details off of the bridge, see Roadway Plans.

Note:

The cost of furnishing and installin9 fhe screw concrete inserts, the %' </J threaded rods, the adjustable swivel pipe rolls, the 4• '/J PVC !Schedule 80! pipe and providing the 6" </J blockouts in the backwalls shall be included in the Item 66011), Conduit, 4' </J.

/See Roadway Plans)

Note:

Adjust 6' '/J blockout, OS required, ta clear rein forcing bars.

~ Cost sides of footing against undisturbed material (typ.J

ABUT. I, RET. WALL A

AND RET. WALL B FILL SECTIONS

ABUT. 2, RET. WALL C

AND RET. WALL D

BRIDGE EXCAVATION PAY LIMITS

Na Scale

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION, VANCOUVER, WA

LAUGHINGWATER CREEK BRIDGE

WASHINGTON S.R. 123

MT. RAINIER NATIONAL .PARK

lb.. Revised Aprf!, !'3'32 - chan9in9 bear!no type, addfno jacking stiffeners and safety coble.

LEWIS COUNTY, WASHINGTON

PREPARED DESIGNED BY DRAWN BY CHECKED BY SCALE BRIDGE DRAWING DATE DRAWING NO.

BRIDGES AND STRUCTURES

------------------·- ---·- ___ D_E_N_VE_R_,_co_L_0_R_A_D_D __ _,__J_w_K._D_M_, _P_D_F_...L ____ E_M ___ ,__ __ D_M_,_Jw_K __ _L ___ _ NONE 3 OF 32 JANUARY, 1991 RG250f-C

---------------================~=====================================---:=-------=-=-::-::-:--------------------~--~====---rl--~~~~~~~~T~Et:::~:~-J~_:~~~~;;fS~H;ErETtiT~O~T~AL, <EGION 5" NO. ssms ~ /- Area Shown Abbreviations: WA PRA·MORA 10(/J 13 52 ,-4 / f.f.- F ill face

½" Expansion

I

RETAINING WALL "A"

A t Brq_. El. 2110.04 • . El. 2110.37 "

Detail A

Line

[ of Catch Basin •1.

114' Lt of t Rdwy. ! - ~ , /2" ¢ cmp pipe tllru retaininq wall. See Rdwy. plans for details.

• Top of concrete step.

Each step is level at elevation shown.

( ~Layout •• Top of concrete pedestal. ----~----r

'--l Gdr. 8

Sta. 132+07.15 t 8rq. El. 2110.62 • -- El. 2110.96 ••

5" ¢ std.

wt. pipe

Each pedes tal is level at elevation shown.

Layout line

- -~-[ 8rq.

- Normal to [ 8 rq. Pad t 8rq. El. 2111.24 •

- --- El~ 2111.58 ••

\___ ( Gdr. C

(2 per brq.J !

Normal to

- . ,..!2 _ _°"2.15"

3'40'6.38"

- Concrete peaes ta!

/typ. @ t Gdr. !

Note, Place 5" ¢ pipes on the line Normal to f. 8rq. Pad.

Embed pipes /'- 0" below top of pedestal. See

Center of bl -,,T":'~- 1--_m::::-easured pe/ckout can to l~--2'!.fl__dicufar -=-.~~=1~ '~IJ __ _

-&' ( '-- Layout Line

I

ABUTMENT I CAP PLAN £6_

blackout can detail on RG250!- S.

&,~ ( I ec -'2 I "'' "' 'a "/t:, I · ( Brq. Pad ~

'- ~/ ; . / 8rq. movement

Wall position -after backfilli~ II

J::: Other~/ f ace

Note: See

Concrete pedes tal. See detail on RG2501-K & L.

RG250!-R & S

for additional bearinq details.

i]/~rt \ direction

\ u<>,!2 '" \_ Normal to t Brq.

\.____ 2· x 8" x 4'-0" construc tion joint in abutment step alonq t Brq.

DETAIL A £6_

Scale: ½"- l' - 0" offset !in inches)

As constructed befor e backfilling

(H - 6!

f or H > 12 ft .

Fill face

Note:

H for H ~ 12 ft.

Camber all retaining wall stems (e xcept Wall type® J as shown to allow for movement due to backfilling.

STEM OFFSET DETAIL

No Scale

- r - --- ---

RETAINING WALL "B"

PREPARED

BRIDGES AND STRUCTURES

DENVER, COLORA DO

KEY PLAN

No Scale

ABUTMENT I PLAN ffi

Notes, For Retaining Wall Eleva t ions A- A & 8 - 8 see RG250!- F & G.

For Retoininq Wall Sections E- E thru K-K see RG2501-!.

For Abutmen t Sec tions L-L thru N-N see RG250!-A. & L.

SCALE

o.f.= Other face b.f. - Both faces

Measured l -~ica!

face of retaining w"aii:-

- Layout line

( JTanqent ta l Rdwy. @

\ l Rdwy. & t Brq.

-· -.:.:::..:__ :...--=.! [ Rdwy.

------------ ( Brg @ t Rdwy.

Ix - 1860.632, y - 917.588!

Note: Alphabetical symbols marked "@" refer to wall section type.

Note, Numbered symbols marked "® • refer to x, y coordinate sys tem, See RG250!- 8.

£6. Revised April, 1992 - changin g abutment bearinq and cap.

U.S. DEPARTMEN T OF TRANSPORTA TION

FEDERAL HIGHWAY ADM/ NI STR A TION

WESTERN FEDERAL LANDS HIGHWA Y DIVI SION, VA NCOUVER, WA

LAUGHINGWATER CREEK BRIDGE

WASHINGTON S.R. 123

MT. RAINIER NATI ON AL PA RK

LEW IS COUNTY, WASHINGTON

BRIDGE DRAW ING DA TE DRAW ING NO. DES IGNED BY

LCC

DRAWN BY

BDR

CHECKED BY

DM 31 l' -O" UNLESS

116 " = NOTED OF 32 JANUARY, 199 I RG2501-D

Note, STEM OFFSET DETAIL

No Scale fc offset !in inches!

IH - 6!

for H > 12 fl.

H for H { 12 ft.

Camber oil retaining wall stems !exc ep t Woll type (j!) !

as shown to allow for movement due to backfilling.

t Rdwy.

KEY PLAN

No Scale f c

11s•- O" _A(_G_. -- ;; .. .. . 1t .

-- - ---:--_--; 1075.515 J t '/2 Expansion

__ .--------- 1Rod1U~

Area Shown -

Abbreviations, f.f." Fill fac,.

o.f. ~ Other f,1,:e b.f." Both f m:es fon JI.

t controc i

?O'-tt

\ 2' -0'

1s·-O"_.J~\( ~ t RdWY· -~-d spacing __ -- · Ro --- - - Rr:~501-JI ceta1f on _.v~. .. --- _ 5 of . . ·de ed9" D d atonQ ,ns,_ walls C & ·

- /,, Me•1sure Retaining

_, footings of

2'-0"- , ,--4 .,.--··2 -o•· --7 ' -+-&+----- 41eos<u•·-

(t . ! ~ed I yp. 4--, I i / (j>!!_'?!!!E.!ly -r.-;t [rr9~-step! 0 .... I I ' . Yp) .

~-1----.------:...../ _,_/ . ----;r-:--- ~~-o-

- _, •• I - , _ I

-- '- t· ~, I I

I / RETAINING WALL "D"

ABUTMENT 2 ffi

PREPARED

BRIDGES AND STRUCTURES

DENVER, COLO RADO

t Br9_. Et. 2118. 34 .

El.

• Top of concrete step.

Each s tep is level at eleva tion shown.

elevation shown.

Notes:

For Retaining Wall Elevations C- C & D-D see RG250I-G, H & L.

For Retaining Wall Sections 0-0 thru S-S see RG2501- J.

For Abutment Details & Section T- T see RG250I- M.

DESIGNED BY DRAWN BY CHECKED BY SCALE

LCC BR OM ')fo"= l'-0" UNLESS NOTE

REGION STATE PROJECT SHEET TOTAL

NO. SHEETS

WA PRA-MORA /0(1/ /4 52

RETAINING WALL "C"

-Note: Place 5" ¢ pipes on

Normal to - - -.. .

Layout line '-

7°20'I2.75ll 1' ; ___ ,_..,+)--~ the line Normal to t Brg.

Pod. Embed pipes !' - 0" below top of pedestal.

See blackout can detail on RG250I- S.

Normal to t ( Br9.-~::W I ,-- 5" ¢ std.

Br7- ;ad ,, ·, ' I wt. pipe 3 40 6.38 ---,i, i /2 per bearing!

-- ,I

Layout Line --' ) l Br9. Pod -· Br9. movement direction c,, C 0 c o 0 ,_ c.:,'D 0\

0 ., '--

- 2" X 8" X 4'-0" construction joint in oDutment step along t Br9.

L_1~cn ~--t6~ , CQ(l) I

8zt= / Concrete pedestal. / See aetoil on RG250I-M.

Note, See RG250I-R & S for additional

Note, Note:

A 1' bearing details.

DETAIL ~

Scale: ½"- l' - 0"

Alphabetical symbols marked refer to wall sect ion type.

NumDered symbols marked "®" refer to x, y coordinate system, See RG250I-B.

Revised April, 1992 - changing obutm_ent Dearing and cap.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINI STRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION, VANCOUVER, WA

LAUGH I NGWA TER CREEK BRIDGE

WASHINGTON S.R. 123

MT. RAINIER NATIONAL PARK

LEWIS COUNTY, WASHINGTON

BRIDGE DRAW ING DATE DRAWING NO.

5 OF 32 JANUARY, 1991 RG2501-E

Abbreviations:

f.f. - Fill face o.f.- Other face b.f.- Both face

STATE PROJECT SHEET I ~QT AL

NO. I SHEETS

WA PRA-MORA 10(1) 15 52

J· Ill Weepno/e spacing

Corbel reinforcement v I

½· Expansion Jt. Contraction Jt.

,o -o· I I0·-o· 20·-o·

0 I ® ©

6'-3' I

I 13 spa. @ l'-6'- 19' - 6"

•4w1 &

3"-

I., V f. Contraction Jt.

20'-0'

V f. Expansion Jt. ✓ f. Contraction Jt. V r. Contraction Jt.

20·-o· 1 20·-o· 25 o - I - - ------- ~--+1___________ ----~--ti _________ -----·-----------------1· 9 """· " ,,._,._ ,,2. ,. ® I ® I ® _ I _ , 3· ~

(See RG2501-N for additional -d-0e_t_a~ils_J_-'1------- -- ----------- - ·- -.---- ------ - ------- ------------~------

•4w58 ~ I 13 spa. @ /'-6" - 19' -6' J"-1, 1 1, 0 4WJ & •4W2

J

½N 3'~ , /J sp:~W~ /=~~

19'-6' IJ spa. ?

;~-t· 19' -6" 3•~

13 spa .• :w~;6"- l9'-6" J "- 16 spa. ~~~~6-- 24' -0' £flf 2.:

Ueasu;; :~:z::r~ I' ri 9" 12 spa. ~4:~6"- /8' -0' 7½",ri i 19" 12 spa. ~4;;6·- l8'-0' 12 spa. ~4:~6"- l8' -0" 5 '-:~r n~ 12 spa. ~4~~6"- 18'--}}_" __ 7_,½_2_·+"i-'+'-'+-i,.._ ___ ,_5~sp~a_._@_•_4_:-~-6_· -_2_2_·_-_6_' ____ __ 1_·-.. J_·_rH!-I _,. 1'-'-i ,J_1_½,.2_· _

A

El, 2119.30 °4W4 o.f. ~ :::ci--.c~~--1 °4W3 ~

I. (typ.) '--' ~ El. 2117.27 • w o.f.\1~4W57 D.f.

lope parallel • 4 w4 f.f. ,,.•4 w4 b.f. El. 2117.78 -a. ::, /< \ Masonry ParapeT.

o deck ltyp.! 1 ltyp.! r- 3 -•4W4 1 '-- \ S RG250

, •4w2 It ! ltyp.! . ~ :!:: •4W48 o.f. & El. 2116.76 •4w49 o.f. & ee I-AA

I 1 1

7½",T n, r, 9· 12 spa. @ /'-6"- 18'-0" 7~{p n 19" I l I •4w3 I 1, -

El. 2118. 79 £/. 2118.29 lc4WI (typ.) I •4W48 o.f. & r yp. 1 r•4w3 rtyp.) 1 / - c:·5 ~ 53 f.f. (typ.) f \ •5w54 f.f. rryp.Jl& RG2501-aB

2-l-ty4pA.40) JJ ~ -~ -/- ~~!dld,.:::li'd 1 •5W60 f.f., •4W58/typ.!

- - ! 4W581typ.!~ • /'-Ir. splice ~

- ~ ~- 77,77 -1 - :::= ;±='cc=b==== - ~ ( ' ; I I I "' ~~'.=:J°c=F=r=w,,'=-F=r=r===-=cJ:=h=i=~/;;m~,n;,;·;1==~~~-,~i;;J'r--~~1;J1:;i-, •5w52 f.f. (typ.J \

) --~ - - - -i :: - -,_ - -~

El. 2116.13

:54AA2345 - V ~:. ~ :.=_ - _,.,,,,,, ~-4W5 o. f. & - - ~ I---+--+- -+---,-- - - --- ---l---+---,1---1 ~.--+----~~----~===!:3§~,._=-._: ... =t'::1~;;-~---l'_:~:·:~~J _ ... = T ; : : = - - ~~ I~-=:::::±:-:.;~--~± -= ~--'--f -,_;;~ --...:4'---=--'1 ~ ,:::.-:_--- _, - -_)_ - - _./_- - - - -~--=--=--=--=-...:X4--=--=-..::t-:~=-.:t.-=-,-~ ---

- r; / "7W8 f.f. !typ.! •4w15 o.f. & • ' • ~ ' 1- I ', - 1,,-----+->---- •4w50 o.f. & l.. ~ • I

7'- µ,- V ·BW/8 f.f. l ·4W26 o.f. &---......._ I "5W44(typ.) i ~ ~.· j·-~~~~ r:: tr;;-:; - I ~ I , ·5W55 (typ.)L ~ 1 I ! {_ \ - - --------- ·sw51 f.f. (fyp.) v\ -i!-J ,y !,,,,, : 0 (typ.) :, ~7W28 f.f. ltyp.) --r ...... / / ;;,-, I 'I- I ~ \ / - 2-•4A37 - :1>- C:., I ~ "-: / I' , , ;:Y ,,,, {' ~ I l1H;:=1:''+=t':.t'=:.t=:..===::l'==f=~A-=:::.tfd==±~d::~~~~===:::::l " _/ i I

El. 2111.5 _ r-o· •-· --· , •4w6 0 f & "'f ...: I I { : •4w21 o.r. & , / ~ ~I j] _~f- ,I i (/ / '- •swss ayp.J f •4ws, ,.r. j ' -1 ~I -_--.--,~- ~~ splice~ - -j vv •1ow9 f:r: (typ.) ! ~ I qw30 e ~·8W29 o.f. (typ'l) ..... ,- I . , ' \ rll { ,~i ~E='~· ~2~1~0~9~.o~ ( •4w4 b.f.