Embed Size (px)
Citation preview
CONCRETE WALLTYP. SEE SECTION
1067Ø FRESNO VALVESLUICE GATE BELOW
BY OTHERS (DWG C-02)
T.O. LABYRINTH WEIRWALL = EL. 72.100 TYP.
T.O. CONC.EL. 74.450
T.O. SLAB.EL. 69.100
5350T.O. CONC.
EL. 72.100
3000
T.O. BOXEL. VARIES
T.O. SLAB.EL. 69.100
1-
SECTIONSCALE: 1:100
STRINGER
OUTLINE OF OUTSIDE WALLBEYOND
OUTLINE OF LABYRINTHWALL BEYOND
200 SLAB ON GRADE
ROUNDED PRECAST CAP ONLABYRINTH WEIR WALL TYP.
LABYRINTHWEIR WALL
350
T.O. SLAB.EL. 69.100
T.O. CONC.EL. 72.100
14600
400
2-
SECTIONSCALE: 1:100
T.O. SLAB.EL. 69.100
4300
T.O. CONC.EL. 72.100
3000
1300
4300
3000
1300
350
T.O. SLAB.EL. 69.100
T.O. SLAB.EL. 69.100
4550 4850
3-
SECTIONSCALE: 1:100
T.O. BOXEL. 73.950
STRINGERT.O. BOXEL. 73.650
STRINGER
15116 (TRUE LENGTH)
700
4150
700 DP. BOXSTRINGERS
DESIGN WATER LEVEL
1445 200 SLAB
ASSUMED OUTLINE OFEXISTING GRADE
ASSUMED OUTLINE OFEXISTING GRADE
ASSUMED OUTLINEOF BEDROCK
ASSUMED OUTLINEOF BEDROCK
? ? ?? ? ? ? ? ? ? ? ? ?
ASSUMED OUTLINEOF EXISTING GRADE
EL. 70.550
EL. VARIESU/S GIRDER
U/S FOOTINGEL. 67.200
1900
U/S FOOTINGEL. 67.200
1900
350
VAR
IES
VAR
IES
LABYRINTH WEIRWALL
LABYRINTH WEIRWALL
VARIESVARIES VARIES 350350VARIES VARIES
A
3 1
3 1
B13075
700
3850
CONCRETE WALLTYP. SEE SECTION
W.P. 1
350
350
350
W.P. 3
W.P. 5
W.P. 2
1-
2-
3-
350
100°
13075
350
12375
1460
0
7300
7300
1150
400
750
1150
400
750
13075
350
12375
350
1500
3100
5400
1500
3100
100°
32°
48°
80°
350
5400
1500
5400
W.P. 6
PRECAST CAP ON TOPOF LABYRINTH WEIRWALL TYP.
350
42° 38°
80°
52°
100°
T.O. CONC.EL. 73.400
T.O. CONC.EL. 73.400
T.O. CONC.EL. 73.400
40013800
1924
SLOPE WALL
1050
1300
2350
1200
REMOVABLE PRECAST LOG STOP WALL(HEIGHT ADJUSTABLE) (TO COME)
1450
1450
1450
DESIGN WATER LEVELDESIGN WATER LEVEL
DESIGN WATER LEVEL
~4% SLOPE
8430 PEDESTRIAN WALKWAY WIDTH
PRECAST STOP LOG WALL(HEIGHT ADJUSTABLE)
(TO COME)
SEE DRAWING S302
?
?? ? ? ? ?
CHANNEL ARMOUR
? ?
www.golder.com
025
mm
13-1447-0516PHASE4000
FIGURE
C-01A
VANCOUVER OFFICESUITE 200 - 2920 VIRTUAL WAYVANCOUVER, BC, V5M 0C4CANADA[+1] (604) 296 4200A 2015-10-28 ISSUED FOR REVIEW JG SRR RM BD
COLLIERY DAMS - AUXILLARY SPILLWAYNANAIMO, B.C.
CITY OF NANAIMO
INTAKE CHANNEL - PLAN AND SECTIONS TITLE
PROJECT NO. REV.
PROJECTCLIENT
CONSULTANT
Path
: \\g
olde
r.gds
\gal
\Bur
naby
\CAD
-GIS
\Clie
nt\C
ity_o
f_N
anai
mo\
99_P
RO
JEC
TS\1
3-14
47-0
516\
02_P
RO
DU
CTI
ON
\400
0\45
00\_
DR
AWIN
GS\
| F
ile N
ame:
131
4470
516-
4000
-450
0-C
-1.d
wg
REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNEDof
IF T
HIS
MEA
SUR
EMEN
T D
OES
NO
T M
ATC
H W
HAT
IS S
HO
WN
, TH
E SH
EET
SIZE
HAS
BEE
N M
OD
IFIE
D F
RO
M: A
NSI
D
0
1:100
10,000
MILLIMETRES
5,000REFERENCE(S)
SPILLWAY PEDESTRIAN BRIDGE PLAN PROVIDED BY HEROLD ENGINEERING,DRAWING NO. S204, REV 2 DATED OCTOBER 10, 2015.
NOTE(S)
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED.2. ALL ELEVATIONS IN METRES UNLESS OTHERWISE NOTED.
ISSUED FOR REVIEW
