J.25_IBM16B0003_Drawings_20160906_Mod.pdf
PDF 3 MB Posted
- Attached to
- Replacement of American Canal-Upper Reach Federal contract opportunity
- Solicitation number
- IBM16B0003
About this file
J.25 IBM16B0003 Drawings 20160906 Mod
View the file
Other files for this federal contract opportunity
Show all 27
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
D r a w n b y
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n
D a t e
A c t i o n
S o l i c i t a t i o n
N o
C o n t r a c t
N o
R e v
Sheet reference number:
A
B
C
D
F i l e n a m e
P l o t d a t e
S y m b o l
T r a c k i n g
N o
A n d r e a
G l o v e r
P
E
LANDSIDE
R E
P L
A C
E M
E N
T
O
F
A
M E
R I C
A N
C A
N A
L
L
I N
I N
G
A n d r e a
G l o v e r
P
E
I C
T H
E
U
N I T
E
S
T A
T E
S
S
E C
T I O
N
O
F
T H
E
I N
T E
R N
A T
I O
N A
L
B
O U
N D
A R
Y
A N
D
W
A T
R
C
O M
M I S
S I O
N
L
P
A S
O
T
X
C
W o r k I B
M
B m
C a n a l
U p p e r
D e s i g n
D a t a
D r a w i n g s
A
C C
G
I B
W C d w g
A
M A n d r e a
G l o v e r
N
S
T E
M M
O N
S
F
W Y
S U
I T
E
D A
L L
A S
T
E X
T B
G o
F
8/18/2016 CF-1501
N o n e
P L
O
F I L
E
S T
A
T
O
J u l y
A
C C
F
T o
I B
W C d w g
A
M
RIVERSIDE
R
I
A
N
D
E
R
A
N
D
E
M
A
T
H
B
A
M
E
R
I
C
M
EXIST FENCE
E X
I S
T
G
R O
U N
D
H G
L
P R
V E
R T
0+00 1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
E X
I S
T
G
R O
U N
D
H G
L
P R
V E
R T
U p d a t e d g u a r d r a i w t e r g a g i n g a r e a
A G
E L
E V
A T
I O
N
F
E
T
N
A V
D
EXIST TO REMAIN NEW CONSTRUCTION
NOTES:
1. SEE SHEET GI-1004 FOR ABBREVIATIONS
AND LEGEND.
2. SEE SHEET GC-1101 FOR GENERAL NOTES.
3. SEE SHEETS CF-1551 THROUGH CF-1554
FOR TYPICAL SECTIONS AND SOIL
REMEDIATION NOTES.
0 50 100
SCALE IN FEET
0 50 100
HORIZONTAL
SCALE IN FEET
0 50 100
VERTICAL
SCALE IN FEET
PROFILE
STA 0+00 TO STA 10+00
PLAN
STA 0+00 TO STA 10+00
AMERICAN CANAL UPPER REACH
EXIST TO REMAIN NEW CONSTRUCTION
CONNECT NEW ELECTRICAL SERVICE
TO EXISTING POLE (SEE SHEET CG-1762)
AB-01
PROP CONCRETE LINED OPEN CHANNEL
SEE SHEET CF-1551 FOR CANAL SECTION
BEGIN CONCRETE LINED OPEN CHANNEL
MATCH EXIST STRUCTURE
CL AC STA 0+66.47
PROP GUARDRAIL
PROP SD LINE "UR-P1"
SEE SHEET CG-1701 FOR DETAILS
EXIST 10" STEEL PIPE
TO BE REMOVED
PB-1
WATER GAGING AREA
SEE SHEETS CG-1801 TO 1803
FOR DETAILS
SAFETY LADDER
RELOCATED
PEDESTRIAN BRIDGE
RELOCATE OVERHEAD
LINES AS
NECESSARY
EXIST FENCE
DHS TOWER
PROP REPLOGLE FLUME
A M
E R
IC
A
N
AB-02
PROP ACCESS RAMP
SEE SHEET CF-1504
FOR DETAILS
C
A N
A L
ROW
PROP SD LINE "UR-P2"
SEE SHEET CG-1702 FOR DETAILS
PROP GUARDRAIL
SEE SHEET CG-1761 FOR DETAILS
PB-2
HGL
BEGIN CONCRETE LINED OPEN CHANNEL
MATCH EXIST STRUCTURE
STA 0+66.47
EL = 3716.86
W s
= 3726.58
Q
D
= 1535 CFS Q
D
= 1538.8 CFS Q
D
= 1544.8 CFS
W s
= 3726.04
EL 3728.36
EXIST 10" STEEL PIPE
TO BE REMOVED
PROP 18" HDPE PIPE
SAFETY LADDER
PEDESTRIAN BRIDGE
HANDRAILS
PROP REPLOGLE FLUME
EXIST GROUND
PROP CANAL INVERT
PROP 2-24" HDPE PIPE
EL 3727.69
TOP OF PROP CONCRETE LINING
SAFETY LADDER
September 6, 2016 a w n b y
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n
D a t e
A c t i o n
S o l i c i t a t i o n
N o
C o n t r a c t
N o
R e v
Sheet reference number:
A
B
C
D
F i m e
P l o t d a t e
S y m b o l
T r a c k i n g
N o
A n d r e a
G l o v e r
P
E
LANDSIDE
R E
P L
A C
E M
E N
T
O
F
A
M E
R I C
A N
C A
N A
L
L
I N
I N
G
A n d r e a
G l o v e r
P
E
I C
T H
E
U
N I T
A
T E
S
S
E C
T I O
N
O
F
T H
E
I N
T E
R N
A T
I O
N A
L
B
O U
N D
A R
Y
A N
D
W
A T
M
M I S
S I O
N
S
O
T
X
C
W o r k I B
M
B
C a n a l
U p p e r
D e s i g n
D a t a
D r a w i n g s
A
C C
G
I B
W C d w g
A
M A n d r e a
G l o v e r
S
T E
M M
O N
S
F
W Y
S U
I T
E
D A
L L
A S
T
E X
T B
F
8/18/2016 CF-1502
N o n e
P L
O
F I L
E
S T
A
J u l y
A
C C
F
T o
I B
W C d w g
A
M
RIVERSIDE
R
A
N
D
E
R
A
N
D
E
M A
T C
H
L
I N
E
B
L
S
A
M
E
R
I
C
M
EXIST FENCE
NOTES:
1. SEE SHEET GI-1004 FOR ABBREVIATIONS
AND LEGEND.
2. SEE SHEET GC-1101 FOR GENERAL NOTES.
3. SEE SHEETS CF-1551 THROUGH CF-1554
FOR TYPICAL SECTIONS AND SOIL
REMEDIATION NOTES.
PROFILE
STA 10+00 TO STA 20+00
PLAN
STA 10+00 TO STA 20+00
0 50 100
SCALE IN FEET
E X
I S
T
G
R O
U N
D
H G
L
P R
V E
R T
10+00 11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
AMERICAN CANAL UPPER REACH
E X
I S
T
G
R O
U N
D
H G
L
P R
V E
R T
U p d a t e d g u a r d r a i t e r g a g i n g a r e a
A G
E L
E V
A T
I O
N
E
T
N
A V
D
M
A
T
0 50 100
HORIZONTAL
SCALE IN FEET
0 50 100
VERTICAL
SCALE IN FEET
W s
= 3726.00
Q
D
= 1544.8 CFS Q
D
= 1550.8 CFS
EL 3728.09
TOP OF PROP CONCRETE LINING
EL 3727.66
HGL
PROP 2-24" HDPE PIPE
NEW BRIDGE
HANDRAILS
EXIST GROUND
PROP INVERT OF CONCRETE U-WALL CHANNEL
EXIST 28" RCP TO BE REMOVED
SAFETY LADDER
PROP 28" HDPE PIPE
E N
D
C
O N
C R
E T
E
L
I N
A
N N
E L
B E
G
A
N S
I T
I O
N
E N
D
T
R A
N S
I T
I O
N
B E
G
N
C
U
W
A L
L
C
H A
N N
E L
EXIST PEDESTRIAN BRIDGE
TO BE RELOCATED
SAFETY CABLE &
LADDER SEE
SHEETS CG-1754 &
CG-1755
END TRANSITION
BEGIN CONCRETE U-WALL CHANNEL
CL AC STA 11+40
SEE SHEET SS-1003 FOR DETAILS
END CONCRETE LINED CHANNEL
BEGIN TRANSITION
CL AC STA 10+90
AB-03
CL AMERICAN CANAL
ROW
PROP SD LINE "UR-P3"
SEE SHEET CG-1703 FOR DETAILS
NEW BRIDGE
PB-3
EXIST PEDESTRIAN BRIDGE
TO BE RELOCATED
PROP GUARDRAIL
PROP SD LINE "UR-P4"
SEE SHEET CG-1704 FOR DETAILS
EXIST 28" RCP
PROP CONCRETE U-WALL CHANNEL
EXIST FENCE
PROP GUARDRAIL
SEE SHEET CG-1761 FOR DETAILS
a w n b y
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n
D a t e
A c t i o n
S o l i c i t a t i o n
N o
C o n t r a c t
N o
R e v
Sheet reference number:
A
B
C
D
F i m e
P l o t d a t e
S y m b o l
T r a c k i n g
N o
A n d r e a
G l o v e r
P
E
LANDSIDE
R E
P L
A C
E M
E N
T
O
F
A
M E
R I C
A N
C A
N A
L
L
I N
I N
G
A n d r e a
G l o v e r
P
E
I C
T H
E
U
N I T
A
T E
S
S
E C
T I O
N
O
F
T H
E
I N
T E
R N
A T
I O
N A
L
B
O U
N D
A R
Y
A N
D
W
A T
M
M I S
S I O
N
S
O
T
X
C
W o r k I B
M
B
C a n a l
U p p e r
D e s i g n
D a t a
D r a w i n g s
A
C C
G
I B
W C d w g
A
M A n d r e a
G l o v e r
S
T E
M M
O N
S
F
W Y
S U
I T
E
D A
L L
A S
T
E X
T B
F
8/18/2016 CF-1503
N o n e
P L
O
F I L
E
S T
A
J u l y
A
C C
F
T o
I B
W C d w g
P
M
RIVERSIDE
M
A
T
S
U
W
I S
A
E
X
I
A
C
K
END CONCRETE U-WALL CHANNEL
CONNECT TO EXIST STRUCTURE
CL AC STA 23+35.15
E X
I S
T
G
R O
U N
D
H G
L
P R
V E
R T
20+00 21+00
22+00
23+00
24+00
E X
I S
T
G
R O
U N
D
H G
L
P R
V E
R T
U p d a t e d g u a r d r a i t e r g a g i n g a r e a
A G
E L
E V
A T
I O
N
E
T
N
A V
D
EXIST TO REMAINNEW CONSTRUCTION
NOTES:
1. SEE SHEET GI-1004 FOR ABBREVIATIONS
AND LEGEND.
2. SEE SHEET GC-1101 FOR GENERAL NOTES.
3. SEE SHEETS CF-1551 THROUGH CF-1554
FOR TYPICAL SECTIONS AND SOIL
REMEDIATION NOTES.
0 50 100
SCALE IN FEET
0 50 100
HORIZONTAL
SCALE IN FEET
0 5 10
VERTICAL
SCALE IN FEET
PROFILE
STA 20+00 TO STA 24+00
PLAN
STA 20+00 TO STA 24+00
AMERICAN CANAL UPPER REACH
E
X
I
M
A
I N
N
W
N
S
T
R
U
C
T
I O
N
EXIST FENCE
ROW
CL AMERICAN CANAL
PROP GUARDRAIL
EXIST
FENCE
PROP CONCRETE
U-WALL CHANNEL
R
A
N
D
E
R
IO
G
R A
N D
E
SAFETY LADDER
AND CABLE
EXIST AMERICAN CANAL
BOX CULVERT
GAGING HUT
PROP 32' WIDE CONC
SLAB BRIDGE
EXIST STRUCTURE AND PRESSURE WW
LINE TO BE RELOCATED BY EPWU
PROP TRASH
RACK SEE
SHEET SS-1017
PB-4
HGL
END CONCRETE U-WALL CHANNEL
CONNECT TO EXIST STRUCTURE
STA 23+35.15
EL = 3715.24
EXIST AMERICAN CANAL
BOX CULVERT
PROP 32' CONC SLAB BRIDGE
PROP HANDRAIL
STA 22+83 TO STA 23+03
TYP, BOTH SIDES
EXIST STRUCTURE AND FORCEMAIN
TO BE REMOVED BY CONTRACTOR
AFTER EPWU RELOCATION
EXIST GROUND
PROP INVERT OF
CONCRETE U-WALL CHANNEL
PROP TRASH RACK
SEE SS-1017 FOR
DETAILS
SAFETY LADDER
Q
D
= 1550.8 CFS Q
D
= 1560.1 CFS
a w n b y
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n
D a t e
A c t i o n
S o l i c i t a t i o n
N o
C o n t r a c t
N o
R e v
Sheet reference number:
A
B
C
D
F i m e
P l o t d a t e
S y m b o l
T r a c k i n g
N o
A n d r e a
G l o v e r
P
E
LANDSIDE
R E
P L
A C
E M
E N
T
O
F
A
M E
R I C
A N
C A
N A
L
L
I N
I N
G
A n d r e a
G l o v e r
P
E
I C
T H
E
U
N I T
A
T E
S
S
E C
T I O
N
O
F
T H
E
I N
T E
R N
A T
I O
N A
L
B
O U
N D
A R
Y
A N
D
W
A T
M
M I S
S I O
N
S
O
T
X
S
T E
M M
O N
S
F
W Y
S U
I T
E
D A
L L
A S
T
E X
T B
F
8/30/2016
CF-1504
N o n e
A C
C E
M
P
P L
O
F I L
E
J u l y
A
C C
F
I B
W C d w g
P
M
RIVERSIDE
E X
I S
T
G
R O
U N
D
P R
V E
R T
0+00 0+40
0+80
1+20
1+60
2+00
E X
I S
T
G
R O
U N
D
P R
V E
R T
C o r r e c t e d
S e c
B c h a n g e d g u a r d r a i l l o c a d d d s i l r e m
A G
E L
E V
A T
I O
N
E
T
N
A V
D
NOTES:
1. SEE SHEET GI-1004 FOR ABBREVIATIONS
AND LEGEND.
2. SEE SHEET GC-1101 FOR GENERAL NOTES.
3. SEE SHEETS CF-1551 THROUGH CF-1554
FOR TYPICAL SECTIONS AND SOIL
REMEDIATION NOTES.
4. SEE SS-1001 FOR REINFORCEMENT CLEAR
COVER.
5. SEE SS-1002 FOR CANAL LINING
REINFORCEMENT.
0 20 40
SCALE IN FEET
0 4 8
HORIZONTAL
SCALE IN FEET
0 2 4
VERTICAL
SCALE IN FEET
PROFILE
STA 0+00 TO STA 2+06.46
PLAN
STA 0+00 TO STA 2+06.46
ACCESS RAMP CL
E L
E V
A T
I O
N
E
T
N
A V
D
0 20 40
HORIZONTAL
SCALE IN FEET
0 5 10
VERTICAL
SCALE IN FEET
C
W o r k I B
M
B
C a n a l
U p p e r
D e s i g n
D a t a
D r a w i n g s A u t o
C A
D
U
R S
A
C C
F
I B
W C d w g
A
M A n d r e a
G l o v e r
SECTION
ACCESS RAMP CL
0+20
0+60
1+00
1+40
1+80 2+20
MATCH EXISTING GROUND
MATCH PROP TOP
OF CONCRETE LINING
MATCH INVERT OF
CONCRETE LINED CHANNEL
PROP SD LINE "UR-P2"
CL ACCESS RAMP
RELOCATE OH ELECTRICAL
LINE AS NECESSARY
AB-02
PROP CONCRETE
LINED CHANNEL
PROP GUARDRAIL
ROW
EXISTING FENCE
END ACCESS RAMP
CL RAMP STA 2+06.46
=CL AC STA 8+00.28
14.50' RT
N = 10,665,580.37
E = 372,469.18
PROP GUARDRAIL
BEGIN ACCESS RAMP
CL RAMP STA 0+00.00
=CL AC STA 5+99.72
39.28' RT
N = 10,667,779.32
E = 372,413.99
BM
12"
10"
6"
6"
6'-0"
VARIES
17'-3" TO 0'-0"
17'-0"
VARIES
17'-3" TO 0'-0"
34'-3"
CANAL RAMP
1.5
1.5
Rebar to match SS-1002
Revision 1
SOIL REMEDIATION
SEE TYPICAL SECTIONS
ROUGH RAKE
FINISH
#5 @ 12" OC EACH WAY,
TOP AND BOTTOM
CL AMERICAN CANAL
EXISTING GROUND
20'0
SCALE IN FEET
HORIZONTAL
NOTES:
20'0
HORIZONTAL
SCALE IN FEET
20'0
VERTICAL
SCALE IN FEET
RIVERSIDE
3,760
3,750
3,740
3,730
3,720
3,710
3,700
3,690
3,760
3,750
3,740
3,730
3,720
3,710
3,700
3,690
0+00
R O
W
10'
10'
10'
PROP REINFORCED
CONCRETE HEADWALL
SD LINE "UR-P3"
0+50
S T
A
S
D
L
I N
E
U
R P
E N
D
S
D
L
I N
E
U
R P
H
D P
E
P
I P
S T
A
S
D
L
I N
E
U
R P
B E
G
L
I N
E
U
R P
O F
F
C
L
S
H
D P
E
P
I P
E L
E V
A T
I O
N
E
T
N
A V
D
E L
E V
A T
I O
N
E
T
N
A V
D
E X
I S
T
F
E N
C E
PT 13+54.46
LANDSIDE
1. SEE SHEET GI-1004
FOR ABBREVIATIONS
AND LEGEND.
2. SEE SHEET CF-1501
TO CF-1503 FOR
CANAL PLAN AND
PROFILE.
3. INSTALL METAL PLATE
TO BOCK FLOW FROM
ADJACENT
CONTAMINATED AREAS
UNTIL THEIR
REMEDIATION IS COMPLETED.
SEE SHEET CG-1753.
STA 0+30.67 SD LINE "UR-P3"
END SD LINE "UR-P3"
OFF 44.67' CL AC STA 13+85.95
N = 10665087.26
E = 372768.57
PROP 12" OF 6" DIA ROCK RIPRAP
CONTACTOR TO PLACE
RIPRAP WITHOUT
DAMAGE TO EXIST FENCE
SEE SHEET CG-1753
FOR DETAILS
INSTALL METAL PLATE
SEE NOTE 3
FIN GR
PROP U-WALL
CHANNEL
CANAL BOTTOM EL = 3715.91
PROP TRASH RACK
PROP 12" OF 6" DIA ROCK RIPRAP
TOP EL = 3727.67
EXIST GROUND
CL AMERICAN CANAL
INSTALL METAL PLATE
SEE NOTE 3
PROP TRASH RACKS
SEE SHEET CG-1756
FOR DETAILS
PROP REINFORCED
CONCRETE HEADWALL
SEE SHEET CG-1753
FOR DETAILS
PROP 2 - 24" HDPE PIPE
SD LINE "UR-P3"
CONTRACTOR TO
PROTECT FENCE
EXIST FENCE
ROW
CL AMERICAN CANAL
EXIST FENCE
2%
" H
D P
E P
IP
E
.0
S
L O
P E
STA 0+00.00 SD LINE "UR-P3"
BEGIN SD LINE "UR-P3"
OFF 12.00' CL STA 13+85.00
N = 10665068.13
E = 372744.60
DESIGN FLOW TAILWATER = 3725.61
PROP CONCRETE
U-WALL CHANNEL
GUARDRAIL
PROP GUARDRAIL
2' FROM LINING
TYP, BOTH SIDES
MAINT 2% SLOPE UNTIL
MIN OF 1' FILL OVER PIPE.
FADE BUMP FOR PIPE IN
WITH FINAL GRADE
D r a w n b y
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n
D a t e
A c t i o n
S o l i c i t a t i o n
N o
C o n t r a c t
N o
R e v
Sheet reference number:
A
B
C
D
F i m e
P l o t d a t e
S y m b o l
T r a c k i n g
N o
M P
U P
P E
R
R
E A
C H
R E
P L
A C
E M
E N
T
O
F
A
M E
R I C
A N
C A
N A
L
L
I N
I N
G
J Q
C H
T H
E
U
N I T
A
T E
S
S
E C
T I O
N
O
F
T H
E
I N
T E
R N
A T
I O
N A
L
B
O U
N D
A R
Y
A N
D
W
A T
M
M I S
S I O
N
S
O
T
X
C
W o r k I B
M
B
C a n a l
U p p e r
D e s i g n
D a t a
D r a w i n g s
A
C C
G
I B
W C d w g
A
M A n d r e a
G l o v e r
S
T E
M M
O N
S
F
W Y
S U
I T
E
D A
L L
A S
T
E X
T B
F
J V
A
G
CG-1703
A C
C
G
I B
W C d w g
A d j f i n i s h g a u a r d r a i l
N o n e
S T
O R
M
D
R A
N
E
P L
O
F I L
E
S H
E E
P
M
ID
UR-I1
TYPE SIZE
NUMBER OF GRATES = 4 H = 6.5 FT
INLET HEIGHT
NTS
A
A
DROP INLET TYPE II
FLOW
EXCAVATION LIMIT
2'
EXCAVATION LIMIT
NTS
D
4"
12" TRENCH
WALL CLEARANCE
BEDDING FOR DRAINAGE PIPE
SUMMARY OF DRAINAGE INLETS
NOTE: REFER TO SHEETS CG-1757 TO CG-1759 FOR DETAILS
UR-I4
DROP INLET TYPE III NUMBER OF GRATES = 3 H = 8.0 FT
ASTM C-33 SIZE 8 GRAVEL
STRUCTURAL FILL UP TO 18 INCHES FROM
THE PROPOSED GROUND SURFACE
EXCAVATION LIMIT
SEE TABLE FOR NUMBER OF GRATES
SEE SHEETS CG-1757 TO CG-1759 FOR DETAILS OF GRATE, MATERIAL, THICKNESS BAR, ETC.
NTS
A
SECTION
FLOW
D
2'
H
4"
ASTM C-33 SIZE 8 GRAVEL
FIN GR
STRUCTURAL FILL
EXCAVATION LIMIT
TOP OF INLET
PROP PIPE
GRAVEL ( TO BE CONCRETE ONLY FOR
STRUCTURE "UR-I1")
DROP INLET TYPE II
LADDER RUNGS
MANHOLE RUNGS
EACH SIDE, TYP
D r a w n b y
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n
D a t e
A c t i o n
S o l i c i t a t i o n
N o
C o n t r a c t
N o
R e v
Sheet reference number:
A
B
C
D
F i m e
P l o t d a t e
S y m b o l
T r a c k i n g
N o
M P
R E
P L
A C
E M
E N
T
O
F
A
M E
R I C
A N
C A
N A
L
L
I N
I N
G
J Q
C H
T H
E
U
N I T
A
T E
S
S
E C
T I O
N
O
F
T H
E
I N
T E
R N
A T
I O
N A
L
B
O U
N D
A R
Y
A N
D
W
A T
M
M I S
S I O
N
S
O
T
X
S
T E
M M
O N
S
F
W Y
S U
I T
E
D A
L L
A S
T
E X
T B
F
J V
8/26/2016
CG-1751
J u
A
C C
G
I B
W C d w g
P
M
NOTES:
1. SEE SHEET GI-1004 FOR ABBREVIATIONS AND LEGEND.
2. SEE SHEET CG-1701 TO CG-1704 FOR STORM DRAIN PIPE PLAN
AND PROFILE.
3. DESIGNED IN ACCORDANCE WITH CURRENT CITY OF EL PASO
DESIGN STANDARDS FOR CONSTRUCTION (JUNE 2, 2008).
4. DROP INLET EXCAVATION WILL BE BACKFILLED WITH
STRUCTURAL FILL FROM 12" ABOVE THE TOP OF THE PIPE TO 6"
BELOW FINISHED GRADE. A LAYER OF STRUCTURAL FILL WILL BE
COVERED WITH A 6" LAYER OF GRAVEL EXCEPT AT UR-I1 WHERE
CONCRETE WILL BE USED INSTEAD OF GRAVEL.
5. SEE SHEET CG-1755 FOR LADDER RUNG DETAILS.
6. BOTTOM RUNG SHALL BE WITHIN 14 INCHES FROM BOTTOM OF
DROP INLET. SPACE RUNGS AT 1'-4".
Manhole Rungs Original design
A d d e d m a n h o u n g s
A
G
D R
A I N
A G
E
M
I S
C
D
E T
A I L
S
S H
E E
C
W o r k I B
M
B
C a n a l
U p p e r
D e s i g n
D a t a
D r a w i n g s A u t o
C A
D
U
R S
A
C C
G
I B
W C d w g
P
M A n d r e a
G l o v e
TYP LADDER
DETAIL
F L O
W
NTS
PLAN
CL LADDER
CL AC STA 10+10
AND 22+25
SAFETY CABLE
CANAL LIP
MAX WSEL
4'-6" MAX SPACING BETWEEN BUOYS
1'-6"
DETAIL A
SEE DETAIL B
" GALVANIZED WIRE RIPE CLIPS
CL FLOAT
CL FLOAT
3 - 6" DIA.
2" PITCH SPIRALED
LOOPS OF NO.4
GAGE WIRE
2 -
" STD. GALV PIPE
NTS
DETAIL B
NTS
7/16" GALV. WIRE ROPE THIMBLE (TYP)
" DIA GALVANIZED EYE BOLT
3-7/16" GALVANIZED
WIRE ROPE CLIPS (TYP)
STRIP LENGTH OF
NYLON COVER AS
REQUIRED FOR
CONNECTION
NYLON
COVERED
WIRE ROPE
SAFETY CABLE PROFILE, TYP
NTS
SAFETY LADDER
SEE SHEET
CG-1755 FOR
DETAILS
12'-0"
SEE DETAIL A
" NYLON COATED WIRE ROPE
FLOATS
MAX W.S.
CABLE SUSPENDED IN AIR
CL
AMERICAN CANAL
D r a w n b y
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n
D a t e
A c t i o n
S o l i c i t a t i o n
N o
C o n t r a c t
N o
R e v
Sheet reference number:
A
B
C
D
F i m e
P l o t d a t e
S y m b o l
T r a c k i n g
N o
M P
R E
P L
A C
E M
E N
T
O
F
A
M E
R I C
A N
C A
N A
L
L
I N
I N
G
J Q
C H
T H
E
U
N I T
A
T E
S
S
E C
T I O
N
O
F
T H
E
I N
T E
R N
A T
I O
N A
L
B
O U
N D
A R
Y
A N
D
W
A T
M
M I S
S I O
N
S
O
T
X
S
T E
M M
O N
S
F
W Y
S U
I T
E
D A
L L
A S
T
E X
T B
F
J V
8/26/2016
CG-1754
J u
A
C C
G
T o
I B
W C d w g
P
M
NOTES:
1. SEE SHEETS CG-1501 THROUGH CG-1503 FOR SAFETY LADDER
AND CABLE PLANS. ADDITIONAL SAFETY LADDERS (WITHOUT
CABLES) ARE SHOWN ON AT STA 3+50 AND 17+50.
2. WIRE ROPE SHALL BE NYLON-COVEREDCABLE WITH 14,400 POUND
MIN TENSILE STRENGTH WITH GALVANIZED OR STAINLESS STEEL
CORE.
3. WIRE ROPE CLIPS SHALL CONFORM TO FEDERAL SPECIFICATIONS
FF-C-450F. TYPE 1, CLASS 2, HOT-DIPPED, ZINC-COATED
(GALVANIZED).
4. ROPE THIMBLES SHALL CONFORM TO FEDERAL SPECIFICATIONS
FF-T-276B TYPE III HOT DIPPED.
5. FLOATS SHALL BE 12 INCH DIA ORANGE CYLINDERS 18 INCHES
LONG, WITH INTEGRAL ENDS, AND WITH LINE AND PIPE THROUGH
THE PIPE THROUGH THE HOLES SHALL BE
INCH DIAMETER
GALVANIZED SCH 40 STEEL PIPE EXTENDING THOUGH THE FLOAT
TO PROVIDE LINE WEAR SURFACE. ALL INTERSECTING PLANES
SHALL HAVE A MIN
INCH RADIUS. THE INNER DIAMETER OF THE
LINE THROUGH HOLES AND THE CENTER BORE OF THE
POLYURETHANE FOAM SHALL NOT BE LESS THAN
INCH NOR
MORE THAN 1-
INCHES. THE FLOAT SHELL SHALL BE MOLDED
OF POLYETHYLENE WITH A MIN SP.GR. OF 0.95 AND SHALL HAVE
AN ULTRAVIOLET INHIBITOR INCORPORATED INTO THE
POLYETHYLENE. THE COLOR PIGMENT SHALL BE INCORPORATED
INTO THE POLYETHYLENE DURING MANUFACTURE.
6. PAINT CANAL LIP AND CANAL CONCRETE LINING SAFETY YELLOW
ALONG THE TOP THREE FEET OF THE LADDERS. SEE SHEET
CG-1755 FOR MORE DETAILS.
7. PAINT SAFETY CABLE POST SAFETY YELLOW.
Add'l ladders and paint area Original design
M o d
N o t e
A G
S A
F E
Y
D
D E
R
A
N D
C A
B L
E
D
E T
A I L
S
S H
E E
C
W o r k I B
M
B
C a n a l
U p p e r
D e s i g n
D a t a
D r a w i n g s A u t o
C A
D
U
R S
A
C C
G
T o
I B
W C d w g
P
M A n d r e a
G l o v e r
PAINT PER
NOTE 6
PAINT PER
NOTE 6
a w n b y
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n
D a t e
A c t i o n
S o l i c i t a t i o n
N o
C o n t r a c t
N o
R e v
Sheet reference number:
A
B
C
D
F i m e
P l o t d a t e
S y m b o l
T r a c k i n g
N o
M P
SAFETY LADDER PROFILE
R E
P L
A C
E M
E N
T
O
F
A
M E
R I C
A N
C A
N A
L
L
I N
I N
G
J Q
C H
T H
E
U
N I T
A
T E
S
S
E C
T I O
N
O
F
T H
E
I N
T E
R N
A T
I O
N A
L
B
O U
N D
A R
Y
A N
D
W
A T
M
M I S
S I O
N
S
O
T
X
S
T E
M M
O N
S
F
W Y
S U
I T
E
D A
L L
A S
T
E X
T B
F
J V
8/26/2016
CG-1755
J u
A
C C
G
T o
I B
W C d w g
P
M
NOTES:
1. SEE SHEETS CF-1501 THROUGH CF-1503 AND CG-1754 FOR LADDER PLAN.
2. THE STEPS SHALL MEET OR EXCEED ASTM C478 STANDARDS.
3. PAINT AREA 3'-0" BY 3'-0" ON CANAL LINING, SYMMETRICAL ABOUT CENTERLINE OF
LADDER. ALSO PAINT CANAL LIP. PAINT SHALL BE SAFETY YELLOW.
Rung spacing & paint Original design
C o r r e c t e d
S a f e t y
L a d d e r
P r o f i l d p i n t r e q
A
G
S A
F E
Y
D
D E
R
A
N D
C A
B L
E
D
E T
A I L
S
S H
E E
C
W o r k I B
M
B
C a n a l
U p p e r
D e s i g n
D a t a
D r a w i n g s A u t o
C A
D
U
R S
A
C C
G
T o
I B
W C d w g
P
M A n d r e a
G l o v e r
14" MAX
1'-4"
L
A
D
D
U
N
PAINT AREA 3'-0" x 3'-0" a w n b y
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n
D a t e
A c t i o n
S o l i c i t a t i o n
N o
C o n t r a c t
N o
R e v
Sheet reference number:
A
B
C
D
F i m e
P l o t d a t e
S y m b o l
T r a c k i n g
N o
M P
LANDSIDE
R E
P L
A C
E M
E N
T
O
F
A
M E
R I C
A N
C A
N A
L
L
I N
I N
G
J Q
C H
T H
E
U
N I T
A
T E
S
S
E C
T I O
N
O
F
T H
E
I N
T E
R N
A T
I O
N A
L
B
O U
N D
A R
Y
A N
D
W
A T
M
M I S
S I O
N
S
O
T
X
S
T E
M M
O N
S
F
W Y
S U
I T
E
D A
L L
A S
T
E X
T B
F
J V
9/6/2016
CG-1801
J u
A
C C
G
T o
I B
W C d w g
A
M
RIVERSIDE
NOTES:
1. SEE SHEET GI-1004 FOR ABBREVIATIONS
AND LEGEND.
2. SEE SHEET GC-1101 FOR GENERAL NOTES.
3. SEE SHEET CG-1802 FOR FLUME DETAILS.
4. SEE SHEETS SS-1009 AND SS-1010 FOR
FLUME STRUCTURAL CONSTRUCTION.
5. SEE SHEET SS-1016 FOR BRIDGE FOOTINGS
AND HANDRAILS.
6. ELEVATIONS IN NAVD88.
PROFILE
PLAN
0 10 20
SCALE IN FEET
Guardrail, water measurement area details, and handrail
Original design
M o v e d g u a r d r a i l c h a n g e d h a n d r a i l s d e l e t e d m o u n t
A
G
0 5 10
VERTICAL
SCALE IN FEET
0 10 20
HORIZONTAL
SCALE IN FEET
R E
P L
O G
U
M E
P L
O
F I L
E
SAFETY LADDER
CL AMERICAN CANAL
BEGIN REPLOGLE ENTRANCE
CL AC STA 4+01.25
EL = 3716.62
BEGIN APPROACH SECTION
BOTTOM WIDTH 14'
CL AC STA 4+03.25
EL = 3716.62
RELOCATE EXISTING PEDESTRIAN
BRIDGE SO UPSTREAM EDGE IS AT
STA 4+11.50
END APPROACH SECTION
BEGIN CONVERGING SECTION
CL AC STA 4+21.25
EL = 3716.61
END CONTROL SECTION
BEGIN EXPANSION SECTION
CL AC STA 4+42.75
EL = 3717.86
END CONVERGING SECTION
BEGIN CONTROL SECTION
CL AC STA 4+28.75
EL = 3717.86
END EXPANSION SECTION
END REPLOGLE FLUME
CL AC STA 4+50.00
EL = 3716.59
GUARDRAIL
GUARDRAIL
START HANDRAIL AT
STA 3+86.25
END HANDRAIL AT
STA 4+65.00
NEW CONCRETE PAD
NEW ELECTRICAL ENCLOSURE
REMOVABLE HANDRAILS
BETWEEN STA 4+03.25 AND
RELOCATED BRIDGE
RELOCATED BRIDGE
SAFETY LADDER
INVERT OF NEW CANAL
HGL
BEGIN REPLOGLE
CONTROL SECTION
2-2" PVC
DRAIN PIPES
REPLOGLE CONTROL SECTION
END REPLOGLE EXPANSION SECTION
TOP OF CONCRETE LINING
SAFETY PAINT
SEE CG-1754
SAFETY PAINT
HANDRAILS FROM
STA 3+86.25 TO STA 4+03.25
HANDRAILS FROM
BRIDGE TO STA 4+65.00
BRIDGE ACCESS
BARRIER
C
W o r k I B
M
B
C a n a l
U p p e r
D e s i g n
D a t a
D r a w i n g s A u t o
C A
D
U
R S
A
C C
G
T o
I B
W C d w g
A
M A n d r e a
G l o v e r
RELOCATED GAGING HUT
A d d e d n e c t r i c a l e n c l o s u c o n c r e t a b
A G a w n b y
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n
D a t e
A c t i o n
S o l i c i t a t i o n
N o
C o n t r a c t
N o
R e v
Sheet reference number:
A
B
C
D
F i m e
P l o t d a t e
S y m b o l
T r a c k i n g
N o
M P
LANDSIDE
R E
P L
A C
E M
E N
T
O
F
A
M E
R I C
A N
C A
N A
L
L
I N
I N
G
J Q
C H
T H
E
U
N I T
A
T E
S
S
E C
T I O
N
O
F
T H
E
I N
T E
R N
A T
I O
N A
L
B
O U
N D
A R
Y
A N
D
W
A T
M
M I S
S I O
N
S
O
T
X
S
T E
M M
O N
S
F
W Y
S U
I T
E
D A
L L
A S
T
E X
T B
F
J V
9/6/2016
CG-1803
J u
A
C C
G
T o
I B
W C d w g
A
M
NOTES:
1. CONCRETE PAD MAY BE RELOCATED IN THE FIELD BASED UPON DISCUSSIONS WITH COR.
2. CONCRETE PAD SHALL BE 6" THICK AND SHALL USE #5 AT 12" BOTH WAYS, SINGLE MAT,
CENTERED IN THE CONCRETE.
3. CONCRETE PAD SHALL HAVE BROOM FINISH.
4. ANCHORS FOR GAGING HUT MAY BE EMBEDDED IN CONCRETE OR MAY BE EPOXYED IN
AFTERWARDS.
5. DESIGNER OF THE NEW BRIDGE NEAR STA 16+25 SHALL BE RESPONSIBLE FOR DESIGN OF
BRIDGE FOOTINGS/FOUNDATION.
6. LENGTH OF NEW PEDESTRIAN BRIDGE SHALL BE DEPENDENT UPON SITE CONDITIONS AND
REQUIRED FOUNDATION.
PLAN-NEW REPLOGLE FLUME
0 5 10
SCALE IN FEET
Guardrail, water measurement area details, and handrail
Original design
M o v e d g u a r d r a i l c h a n g e d h a n d r a i l s d e l e t e d m o u n t
A
G
R E
P L
O G
U
M E
W A
T E
R
M
E A
S U
R E
M E
E
A
C
W o r k I B
M
B
C a n a l
U p p e r
D e s i g n
D a t a
D r a w i n g s A u t o
C A
D
U
R S
A
C C
G
T o
I B
W C d w g
A
M A n d r e a
G l o v e r
INCOMING
UNDERGROUND
ELECTRIC
RELOCATED
GAGING HUT
UNISTRUT RACK
SEE SHEET CG-1762
Min 6"
Max 18"
10'-0"
10'-0"
BRIDGE FOUNDATION
SEE SHEET SS-1016
REMOVABLE HANDRAIL
UPSTREAM EDGE OF BRIDGE
AT STA 4+11.50
3" WIDE PAINTED STRIPE
INDICATING FLUME PREFERRED
GAGING LOCATION
4'-0"
PROVIDE ROUND
END SECTION WHEREVER
GUARDRAIL STOPS
15'-0" 15'-0"
10'-0" 10'-0"
BRIDGE ACCESS
BARRIER
4'-0"
BRIDGE FOUNDATION
DESIGNED BY BRIDGE
DESIGNER
NEW BRIDGE CENTERED
ON STA 16+25
GUARDRAIL
NEW U-WALL
CANAL
AMERICAN CANAL
CENTERLINE
AMERICAN CANAL
CENTERLINE
NEW TRAPEZOIDAL
CANAL
LANDSIDE
0 5 10
SCALE IN FEET
RIVERSIDE
RIVERSIDE
PLAN-NEW PEDESTRIAN BRIDGE
GUARDRAIL
SECTION
A
A
A
1V:50H
RELOCATED
GAGING HUT
HANDRAIL
NEW
CANAL
GUARDRAIL
NEW CONCRETE
SLAB
SOIL REMEDIATION
SEE CF-1551 TO CF-1554
NEW CONCRETE SLAB
6"
10'-0"
#5 @ 12", EACH WAY
4+00
16+00
HANDRAILS
NEW ELECTRICAL
ENCLOSURE
A d d e d n e c t r i c a l e n c l o s u c o n c r e t a b
A G
NTS
2.5
C
D
C
SECTION
NTS
D
SECTION
NTS
LINING REINFORCEMENT AT OPENINGS
OPEN CONDUIT
CL AMERICAN CANAL /
FLOW
1V O
N .5
H1V O N 1.5H
STA 0+66.47 TO 1+50.00
NTS
30# ROOFING FELT
WRAP THIS LEG WITH
PIPE, TYP
#5 AROUND
#5 @ 10", TYP
TYP, SEE DETAIL D
EXPANSION JOINT,
TRANSVERSE
ASTM C-33 SIZE 8 GRAVEL
10" SLAB
EACH WAY
#5 @ 12", TOP & BOTTOM
SEE DETAIL D THIS SHEET
BOTH SIDES
LONGITUDINAL JOINT
SS-1002
NOTES:
R E
IN
F O
R C
IN
G D
E T
A
IL
S
C O
N C
R E
T E C
H A
N N
AND LEGEND.
FOR ABBREVIATIONS
2. SEE SHEET GI-1004
SOIL AND BACKFILL NOTES.
NOTES, AND FOUNDATION
AND REINFORCING STEEL
FOR GENERAL, CONCRETE
1. SEE SHEET SS-1001
6" 6"
1"
"6
TYP
40’-0" MAX
MATERIAL
EXPANSION JOINT
" PREMOLDED2
REFER TO SPECIFICATION 31 05 19
SEPARATOR GEOTEXTILE
REFER TO SPECIFICATION 32 11 23
CRUSHED AGGREGATE BASE
REFER TO SPECIFICATION 31 05 19
SEPARATOR GEOTEXTILE
MAX, TYP
#5 @ 10"
GRADE
FINISHED
SPONGE
SPACED AT 2’-0" MAX
STEEL SMOOTH DOWELS
1" DIA X 1’-0" STAINLESS
T Y
P
T Y
P
T Y
P
"2
"2 18’ - 7 " 2
18’ - 7"2 18’ - 7 1’-0"6’-0"6’-0"1’-0" "2
18’ - 7
1’-0"
ASTM C-33 SIZE 8 GRAVEL,
ALONG THE CANAL, TYP
T Y P6
HDPE PIPE
WATERSTOP
BULB RIBBED
9" PVC CENTER
SS-1015
SEE DETAIL SHEET
TYP BOTH SIDES
ALONG THE CANAL,
SPACED AT 10’-0"
3" DIA WEEP HOLE SS-1015
SEE DETAIL SHEET
TYP BOTH SIDES
ALONG THE CANAL,
SPACED AT 10’-0"
3" DIA WEEP HOLE
T Y
P
TYP
2’-6"
SEALANT
ELASTOMERIC
" X 1"2
D
SIM
SECTION
REINF. REF
FOR SLAB
C
L R
V E
R
CONCRETE CHANNEL
HDPE PIPE
CONCRETE CHANNEL
R e v is io n
/2
/1
1 1 1 1
D ra w n b y
D e s ig n e d b y
R e v ie w e d b y
D a te
S u b m it te d b y
D e s c ri p ti o n
D a te
A c ti o n
S o li c it a ti o n N o
C o n tr a c t
N o
C o n tr N o
R e v number:
reference
Sheet
A
B
C
D
2 3 4 5
F il e n a m e
P lo t d a te
P lo t s c a le
S y m b o l
T ra c k in g N o
A C -G
-B S
X .d g n
T B
P E R
E G N o F -3
(2 )7
-7
D A
L L
A S T
E X
A S
S U
IT
E
N S
T E
M M
O N
S F
W Y
I:
\P ro je c ts
N O
R T
H \2
IN
F \C
V L
W K
S \U
S
IB
W C \A m e r
C a n a l\ -C
A D
D \M ic ro
S ta ti o n \S h e e t\
U p p e r\ S tr u c tu re \0
A C -S
S -1
-1 .d g n jo n n th u rm a n
/2
/2
:5
:4
P
M
U P
P E
R R
E A
C H
C A
N A
L L
IN
IN
G
R E
P L
A C
E M
E N
T O
F A
M E
R
IC
P
A S
O T
X
A N
D W
A T
E R C
O M
M
IS
S
IO
N
T H
E I
N T
E R
N A
T
IO
N A
L B
O U
N D
A R
Y
T H
E U
N
IT
E D S
T A
T E
S S
E C
T
IO
N O
F J
H
J V
R C
J T
/1
/2
J u n e a w n b y
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n
D a t e
A c t i o n
S o l i c i t a t i o n
N o
C o n t r a c t
N o
R e v
Sheet reference number:
A
B
C
D
F i m e
P l o t d a t e
S y m b o l
T r a c k i n g
N o
A n d r e a
G l o v e r
P
E
R E
P L
A C
E M
E N
T
O
F
A
M E
R I C
A N
C A
N A
L
L
I N
I N
G
A n d r e a
G l o v e r
P
E
I C
T H
E
U
N I T
A
T E
S
S
E C
T I O
N
O
F
T H
E
I N
T E
R N
A T
I O
N A
L
B
O U
N D
A R
Y
A N
D
W
A T
M
M I S
S I O
N
S
O
T
X
C
W o r k I B
M
B
C a n a l
U p p e r
D e s i g n
D a t a
D r a w i n g s
A
C C
G
I B
W C d w g
A
M A n d r e a
G l o v e r
S
T E
M M
O N
S
F
W Y
S U
I T
E
D A
L L
A S
T
E X
T B
F
SS-1007
N o n e
B R
I D
A
N
J u l y
A
C S
S
I B
W C d w g
P
M
0 50 100
SCALE IN FEET
A d d e d g u a r d r a i l a b i d j i n t i n f o r m a t i o n
A G
BRIDGE PLAN
NOTES:
1. SEE SHEET SS-1001 FOR GENERAL,
CONCRETE AND REINFORCING STEEL
NOTES, AND FOUNDATION SOIL AND
BACKFILL NOTES.
2. SEE SHEET GI-1004 FOR ABBREVIATIONS
AND LEGEND.
3. SEE SHEET SS-1012 FOR BRIDGE
REINFORCEMENT DETAILS.
4. SEE SHEET SS-1018 FOR BRIDGE JOINT
DETAILS.
OriginalGuardrail & Bridge Joint
8/30/2016
24'-0"
Approx 4'-0"
Approx 4'-0"
32'-0"
BRIDGE
U-WALL
S T
A
S T
A
S T
A
EXISTING CULVERT
32'-0"
EXISTING HEADWALL
2"
BRIDGE
JOINT
TRASH RACK
SEE SS-1017
PERMANENT HANDRAIL
STA 22+83 TO STA 23+03
SEE SS-1016
TYP BOTH SIDES
REMOVABLE
HANDRAIL
SEE SS-1016
SS-1015
NTS
W E
E P H
O L E D
E T
A
IL
S
SECTION E-E
PVC CAP
WAFER STYLE CHECK VALVE
PVC PIPE FLAP-GATE OR
PIPE NIPPLE
3" DIA PLASTIC
"EACH BAND EQUALLY SPACED
8 - 3" x 3/16" SLOTS
FROM OPENING VALVE AND TO AVOID IMPEDING CHANNEL FLOW.
4. CHECK VALVE TO BE INSTALLED TO PREVENT CHANNEL FLOW
3. SEE SPECIFICATION 35 20 17 CHECK VALVES.
1. SEE SHEET GI-1004 FOR ABBREVIATIONS AND LEGEND.
NOTES
1V O
N .5
H
CONCRETE CHANNEL WEEP (LOWER BOTTOM)
1 1/2"
GEOTEXTILE
" 6" 6" 4
9"
CANAL LINING
ASTM C-33 SIZE 8 GRAVEL
CRUSHED AGGREGATE BASE
10’ SPACING ALONG CANAL
3" PVC PIPE CHECK VALVE
NTS
1V O
N .5
H 8
6" 6" 9"
CONCRETE CHANNEL WEEP (MIDDLE)
1 1/2" 1V O
N .5
H
CANAL LINING
10’ SPACING ALONG CANAL
3" PVC PIPE CHECK VALVE
GEOTEXTILE
SEPARATOR
NTS
V O
N .5
H
V O
N .5
H
SIZE 8 GRAVEL
ASTM C-33
R e v is io n
/2
/1
D ra w n b y
D e s ig n e d b y
R e v ie w e d b y
D a te
S u b m it te d b y
D e s c ri p ti o n
D a te
A c ti o n
S o li c it a ti o n N o
C o n tr a c t
N o
C o n tr N o
R e v number:
reference
Sheet
A
B
C
D
2 3 4 5
F il e n a m e
P lo t d a te
P lo t s c a le
S y m b o l
T ra c k in g N o
A C -G
-B S
X .d g n
T B
P E R
E G N o F -3
(2 )7
-7
D A
L L
A S T
E X
A S
S U
IT
E
N S
T E
M M
O N
S F
W Y
M P
I:
\P ro je c ts
N O
R T
H \2
IN
F \C
V L
W K
S \U
S
IB
W C \A m e r
C a n a l\ -C
A D
D \M ic ro
S ta ti o n \S h e e t\
U p p e r\ S tr u c tu re \0
A C -S
S -1
-1 .d g n jo n n th u rm a n
/2
/2
:1
:5
P
M
U P
P E
R R
E A
C H
C A
N A
L L
IN
IN
G
R E
P L
A C
E M
E N
T O
F A
M E
R
IC
J Q
C H
J V
E L P
A S
O T
X
A N
D W
A T
E R C
O M
M
IS
S
IO
N
T H
E I
N T
E R
N A
T
IO
N A
L B
O U
N D
A R
Y
T H
E U
N
IT
E D S
T A
T E
S S
E C
T
IO
N O
F J
H
J V
R C
J T
/1
/2
J Q
C H
J V
J u n e
| 024 to 026 CF-1501 to 1503 IBWC |
| 027 CF-1504 IBWC |
| 043 CG-1703 IBWC |
| 045 CG-1751 IBWC |
| 048 to 049 CG-1754 to 1755 IBWC |
| 061 SS-1002 URS |
| 074 SS-1015 URS |
File details come from the government source that posted it. Updated .