LD7MRCR_AMT3_22x34-FULL.AMEND_0003.pdf
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FULL SIZE DRAWINGS (AMENDMENT 0003)
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"2 1 "32
311 "4
"ø4
1"
"16
13/16"x1" SSL
"4 11"32
2312"
"32
"8 72"8
72"2
"32
"2
E M
B E
D
ARMOR
LOCK WALL
ARMOR
LOCK WALL
"32
"32
"32
CONCRETE GUIDEWALL
TOP OF EXISTING
ROD - 3/4"ø
THREADED
WELDABLE,
F1554-SI
2""4 11"8
5"32 17"8
72"8
"4 3 "
"32
THREADED ROD
TO ACCEPT 3/4"ø
TAP HOLE IN BEDPLATE
CLIP
RIVERWARD
CLIP
LANDWARD
1-5/16" SSL
1-1/16" x
BOTTOM
TO BEDPLATE
THREADED ROD
WELD
"8 11'-4
"2
REQUIRED. SEE NOTE 6.
GRIND FLUSH/BEVEL AS
REQUIRED
SHIM AS
NECESSARY BY THE CONTRACTING OFFICER.
REQUIRED TO BEVEL NUT IF DETERMINED
LOW PROFILE 'JAM' NUT. CONTRACTOR MAY BE
PER SPECIFICATIONS
WITH ACRYLIC ADHESIVE
ROD - 1"ø, SECURED
HEADED THREADED
F1554-SI WELDABLE,
D
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A
S S
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Y
S-102
A
PLAN VIEW
A
SECTION
CLIP PLATE
CLIP PLATE
5/16
RAILC
R "8
R
SCALE: 1" = 1"
SCALE: 1" = 1"
RAILC
C
PLATE
C
PLATE
5/16
/1
/3
5/16
MIN.
5/16
MIN.
SHIM QUANTITIES
1/16" 250
1/8" 250
1/4" 200
3/8" 30
1/2" 10
THICKNESS QTY
"2
"2
6. GRIND FLUSH AND BEVEL STUD AND NUT AS REQUIRED TO ALLOW KEVEL TO TRAVEL FREELY.
5. ESTIMATED QUANTITY OF NEW RAIL CLIP ASSEMBLIES IS +/- 365.
4. SEE SPECIFICATION SECTION 05 50 13.00 13 FOR SPACING REQUIREMENTS.
3. ALL WELDING SHALL CONFORM TO AWS D 1.1.
INSTALLAER CERTIFICATIONS ONLY.
2. ADHESIVE ANCHORS SHALL BE INSTALLED BY PERSONNEL HOLDING ACI-CSRI ADHESIVE ANCHOR
1. CONTRACTOR SHALL MEET ALL ANCHOR ADHESIVE MANUFACTURER INSTALLATION REQUIREMENTS.
GENERAL NOTES:
HOLES AS NEEDED.
FOR LEVELING. PROVIDE
BED PLATE AS REQ'D
PROVIDE SHIM UNDER
N
O V
A M
M E
N D
M E
N T
2 3
A M
M E
N D
M E
N T
N
O V
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IC
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
F
IE
L
V E
R
IF
Y
T
T 34'-3"
T
T
7'-2 1/4 "
A T
E
L D
T
O W H
A U
L A
G E R
A
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C
L
IP
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T
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IS
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A
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IP
A
S S
E M
B L
Y
S-103
/1
/3
TOTAL
EX. THREADED CLIP
EX. WELDED CLIP
QUANTITIES
689 +/-
384 +/-
305 +/-
AND RETAINED FOR RE-INSTALLATION BY THE CONTRACTOR.
3. IF HANDRAILING IS TEMPROARILY REMOVED, IT SHALL BE PROTECTED
2. ALL EXISTING RAIL CLIPS, BASE PLATES AND ANCHORS TO BE REMOVED.
1. EXISTING PAINT ON LOCK WALL ARMOR AND WELDED RAIL CLIPS CONTAINS LEAD.
GENERAL NOTES:
A M
M E
N D
M E
N T
N
O V
A M
M E
N D
M E
N T
N
O V
S O
L
IC
IT
A T
IO
N N
O
F
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E N
A M
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D W
N B
Y
C K
D B
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D E
S
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N E
D B
Y
D E
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IP
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N
D
2 3
C
4 5
A
B
M A
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A P
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D A
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F
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U M
B E
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S
IZ
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B M
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T E
D B
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P L
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C A
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P L
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A T
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D A
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T
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N
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R A
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
SCALE:
PLAN UMBR
UPPER MOORING BIT RAIL REHAB.
SCALE: 1/8"=1'-0'
RAIL CLIPS
EXISTING
NEW &
DETAIL
M .J
P
R
M
L
E N
O
A
IL
HOUSE
GAGE
UPPER
T
P
M
L
S T
A
T
O
IL
LEGEND:
M .J
M .J
M .J
M .J
M .J
M .J
M .J
M .J
M .J
M .J
M .J
M .J
M .J
M .J
SCALE:
DETAIL
TOP
SIDE
NONE
NONE
EWC
EBC
LAYOUT AND REMOVAL
EXISTING CLIP
EBC
EWC
SECTION
SECTION
ECL
SCALE:
DETAIL
NONE
ECL
WCR
BCR
EXISTING BOLTED CLIPS
EXISTING WELDED CLIPS
BCR
CLIP REMOVAL
BOLTED RAIL
CLIP REMOVAL
WELDED RAIL
TOP
SIDE
WCR
WELD
EXISTING
REMOVE
WELD
EXISTING
REMOVE
BASEPLATE
EXISTING
REMOVE
SURFACE
CONCRETE
EXISTING
BASEPLATE
EXISTING
REMOVE
NUT
THREADED
EXISTING
REMOVE NUT
THREADED
EXISTING
REMOVE
= EXISTING BOLTED RAIL CLIP ASSEMBLY
= EXISTING WELDED RAIL CLIP ASSEMBLY
305+/- TOT.
REMOVAL
CLIP
WELDED RAIL
384+/- TOT.
REMOVAL
CLIP
BOLTED RAIL
TOT. CLIPS
REMOVE 305+/-
TOT. CLIPS
REMOVE 384+/-
SURFACE
STEEL
EXISTING
WELD
EXISTING
REMOVE
WELD
EXISTING
REMOVE
TWO COATS BY BRUSH.
WITH VINYL PAINT APPLIED IN
SECTION OF THREADED ROD
AS REQUIRED. COAT REMAINING
SURFACE, GRIND SMOOTH
EXISTING CONCRETE
THREADED ROD FLUSH TO
REMOVE EXISTING 1" DIA.
TWO COATS BY BRUSH.
WITH VINYL PAINT APPLIED IN
SECTION OF THREADED ROD
REQUIRED. COAT REMAINING
GRIND SMOOTH AS
CONCRETE SURFACE,
FLUSH TO EXISTING
THREADED ROD
REMOVE EXISTING
UG-3UG-2UG-1
A
A
A
A
UG-7UG-6UG-5UG-4
UG-8
UG-10 UG-11
UG-9
S T
A .8
T
A .1
T
A
.0
L-2
L-1UG-12 UG-13
UG-11
| LD7MRCR_S-102---22x34-FULL |
| LD7MRCR_S-103---22x34-FULL |
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