1 THE EXISTING R/WAY TIES WILL GE REPLACED By 208 , DISTRICT OF coat
CP RAIL PRIOR TO ROAD RECONSTRUCTION AT THE see paves BYWAY CROSSING s Q
R/WAY CROSSING. _ GATE, BY CPR {TYP} |
@. THE CONTRACTOR SHALI. SUB CONTRACT A RAL L
CONTRACTOR ACCEPTABLE TO CP RAIL TO
SUPPLY 8 INSTALL THE OMNI RUBBER PLANK
CROSSING.

[oz

M

t

REMOVE EXIST. CONC.

INSTALL 25mm MINUS GRAVEL INSTALL 50mm THICK S/WALK {TYP}

AS REGUIRED TO ALLOW A 50mm ASPHALT SIDEWALK ON
DEPTH OF ASPHALT FOR 25mm MINUS GRAVEL BASE
ORIVEWAY (TYP) FULL WIDTH ACROSS TRACKS
(AS SHOWN)

Nt 9400

~~

ND ASPHALT S/w

toa

BEGIN CONC. CaG
& CONC. S/WALK

STA

11+77 20
END CONC. C8GB
CONC. S/WALK
RIP

GON. UTILITY
iT

START ASPHALT S/w
CONC. S/W

>a

eMenel fle

SLO

SAAS 4%

>
7

hn

=7 / i ca)
/ Ji ;

Y SAWCUT B REMOVE
EXIST. ASPHALT

f

bee

as

5
a)

W (FUTURE)

‘| CURVE OATA
Rad. = 9.000. ,
&  =58*19 30
Arc =3162
Tan, = 5022

ADJUST EXIST MH

GUTTER, SIDEWALKS B COVER TO SUIT.

DENING ON EAST SIDE | | FRIgR I Bo ttORG
‘S (TYPI 1 [ PRIot

: CURVE DATA |
NV ROAD WIDENING INCL, BASE ASPHALT Rad.-= 9.000
‘E CURB @ & GRANULAR BASE AS REQUIRED :
R

4 = 121°40'30"
EITHER SIDE OF TRACKS (TyP) Arc = 19.113

Ton. = {6.128

For

errs Ware oS VE

Tj

AL

150 (FUTURE)

STA 1t67.25
ENO CONC.C&G B
CONC. S/WALK.

START ASPH

—_————

‘

INSTALL OMN! RUBBER
PLANK CROSSING

CITY OF PORT COQUITL¢