LD7MRCR_AMT2_FULL_22x34.pdf
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REVISED DRAWINGS (AMENDMENT 0002) - FULL SIZE
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D
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G-002
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DESCRIPTION
FILE NAME
NO.
SHEET
NO.
DWG.
DESCRIPTION
FILE NAME
NO.
SHEET
NO.
DWG.
INDEX OF DRAWINGS - CONSTRUCTION INDEX OF DRAWINGS - REFERENCE
/1
/3
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
A
C-501
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
HT
IF
MISC
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
C-102
D5 C-302
D5
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
A A
M/R MAINTAINACE AND REPAIR
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
C-501
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
HT
IF
MISC
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
SCALE:
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
C-102
D5 C-302
D5
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
A A
M/R MAINTAINACE AND REPAIR
S-103
S-102
S-101
G-002
G-001
TOW HAULAGE RAIL CLIP ASSEMBLY REMOVAL AND DETAILS
TOW HAULAGE RAIL CLIP ASSEMBLY PLAN AND SECTION
LOCATION MAP AND WORK AREA LIMITS
INDEX OF DRAWINGS AND REFERENCE DRAWINGS
COVER SHEET - DISTRICT MAP AND SIGNATURE BLOCK
LD7MRCR_S-103---.DGN
LD7MRCR_S-102---.DGN
LD7MRCR_S-101---.DGN
LD7MRCR_G-002---.DGN
LD7MRCR_G-001---.DGN
N
O V
A M
M E
N D
M E
N T
R-13
R-12
R-11
R-10
R-9
R-8
R-7
R-6
R-5
R-4
R-3
R-2
R-1
M-L3-33/6
M-L10-33/400
M-L7-29/408
M-L7-29/404
M-L7-33/4
M-L7-29/435
M-L7-29/412
M-L7-20/426
M-L7-20/425
M-L7-20/424
M-L7-20/415
M-L7-20/409
M-L7-20/402
TRAVELING MOORING BITT - UPPER GUIDE WALL
TOW HAULAGE - RAIL REMOVAL AND INSTALLATION
LOCK ELECTRICAL SYSTEM RACEWAY/WIRING SCHEDULE
LOCK ELECTRICAL ONE LINE DIAGRAM
UPPER GUIDE WALL EXISTING CLIPS
UPPER GUIDE WALL POWER DETAILS
UPPER GUIDE WALL POWER
HANDRAILING DETAILS
HANDRAILING DETAILS
HANDRAILING DETAILS
UPPER GUIDE WALL HANDRAILING
UPPER GUIDE WALL POST TENSION BARS
UPPER GUIDE WALL CONRETE REPAIRS
M-L3-33_6.PDF
M-L10-33_400.PDF
M-L7-29_408.PDF
M-L7-29_404.PDF
M-L7-33_4.PDF
M-L7-29_435.PDF
M-L7-29_412.PDF
M-L7-20_426.PDF
M-L7-20_425.PDF
M-L7-20_424.PDF
M-L7-20_415.PDF
M-L7-20_409.PDF
M-L7-20_402.PDF
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
"2 1 "32
311 "4
"ø4
1"
"16
13/16"x1" SSL
"4 11"32
2312"
"32
"8 72"8
72"2
"32
"2
PER SPECIFICATIONS
WITH ACRYLIC ADHESIVE
ROD - 1"ø, SECURED
HEADED THREADED
F1554 WELDABLE,
E M
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ARMOR
LOCK WALL
ARMOR
LOCK WALL
"32
"32
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CONCRETE GUIDEWALL
TOP OF EXISTING
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F1554-SI
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"4 3 "
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TAP HOLE IN BEDPLATE
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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
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A
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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
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
F
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V E
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IF
Y
T
T 34'-3"
T
T
7'-2 1/4 "
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C
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IP
A
S S
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B L
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S-103
/1
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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
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S O
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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
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
REQUIRED.
GRIND SMOOTH AS
CONCRETE SURFACE,
FLUSH TO EXISTING
THREADED ROD
REMOVE EXISTING
AS REQUIRED.
SURFACE, GRIND SMOOTH
EXISTING CONCRETE
THREADED ROD FLUSH TO
REMOVE EXISTING 1" DIA.
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
b6ecprf2 Typewritten Text b6ecprf2 Typewritten Text b6ecprf2 Typewritten Text
REFERENCE DRAWING R-13
b6ecprf2 Typewritten Text
| LD7MRCR_G-002--- |
| LD7MRCR_S-102--- |
| LD7MRCR_S-103--- |
| 13_M-L3-33_6 |
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