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Detail arrangement of ore bunkers Taylor Engineering Company 1920-03-08

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 21 - 0    	
>3H                                 ^B^^MjM
ImmMmmMnmm^mmi^mmwmsm^mmm^m^mm^mm
m           iMf^
P/.#rt   Ofi- S/>/L/C/T O
*S//v$i.£r  sr??///G£m^
top of trrck rril
< / IB
*&J     1	
,aTO
End   Plunking
4"X 12"
P*   TIE    ROD
gpEg^-ig-tre
"PART    PLRN    WITH
GURRD    RRILS    ^
WITH   FOOT WRLKS
FLOOR   STRINGERS
IfilllilMlJ
Fender pile
-46' LONG
RT EBCh   BENT-
/VoRMrtL     //. A/ r-7?
r/oRrrtat.    L.W.-y
Front  Elevation
£  fhFl
F\%TREM£:
Trlrmmii^taak
TOP  OF TRRCK  RRIL,''
4"xl2"pLRNKINQ
— 6"x 12"! o*
JtAs04.73      _      , J  «*>~
LCsouo' Rotw ;  EUEVH
/X   RT   SOUTH   £NDl »*ND
/f    FOR      ISO    NORT-HWRRDS I
I   SOLID   ROCK     ELEV
/    RT    NORTH    EKD
/      OF   BUNKERS.
ALL LUMBER BELOW 2FT RBOVE EXTREME
.HIGH WRTER RND RLL. JOINTS ELSWMERE
10 BE GIVEN  R CORT OF PRESERVATIVE.
SSF £/sr
SCX£H/ &OJL 7J  &J?/r7-
iv the Matter of Sub-SecHon A &f
Section    t/4-    . British Columbia Rwilway
Act, ion, n.s. b.c.
dpproved this day of
Minister of Bailways,
Victoria, B. C,
m
&o*. T3Z  -JWA'/rx   -t re..                                                «       f    |
1
DETR. 1 ED  RRRRNGEMENTOF
OREBUNKERS
for THYLOR   ENG-CjO.    ALICE   RRM                          cont, no9IQ-3.-I
DRAWING NUMBER     I
1
THE TAYLOR ENGINEERING CO., LTD.
CONSULTING & COMTfiACTiMG ENGINEERS
VANCOUVER,  B. C.
DfcS. BY	
DRN,    ,. ..A...S.	
TINS            J,J.	
•SCAUtSij!.'    .
date MRR. S*-"20

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