A22.PLAN_SET_REF_2021_10_15_LOCK_21_COMPRESSED.pdf
PDF 44 MB Posted
- Attached to
- MISSISSIPPI RIVER BASIN LOCK NOS. 21 AND 22 QUINCY, IL AND SAVERTON, MO KEVEL RAIL AND CONCRETE REPAIRS
- Solicitation number
- W912EK22R0020
About this file
This document provides details for a federal solicitation seeking concrete repair and rail replacement services at Mississippi River locks 21 and 22 in Illinois and Missouri. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Rock Island for base bid work including mobilization, replacing traveling kevel rails and checkposts, resurfacing, sidewalk installation, electrical work, and appurtenances removal and reinstallation at Lock 21. Base bid work is also required for Lock 22 including replacing kevel rails and checkposts, resurfacing, sidewalk, electrical work, and appurtenances removal and reinstallation. Optional work is specified for additional resurfacing and joint repairs at Lock 21. Interested offerors are instructed to contact the Contract Specialist for access to supplemental plan and photo files too large to upload to SAM.gov.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
US Army Corps of Engineers
A
B C D
E F G H
Number:
Reference
Sheet
S c a l e
D r a w n B y
District Rock Island
D
G N
S P
E C
S Y
T I M
E
A B C D E F G H
R O
C K
I S
L A
N D
IL
L
IN
O
IS
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
14Sheet of 36
D e s ig n e d
B y
C h e c k e d B y
R e v ie w e d
B y
D a t e
P r o j e c t C o d e
S o l i c i t a t i o n N u m b e r
T E
M
B L
L
T D
H
M M
M
A S
S H
O W
N
D A
C W
-0
-B
-0
D e s c r i p t i o n
D a t e
S y m b o l
A p p r
R e v i s i o n s
R e v i e w e d b y
C h i e f
E n g i n e e r i n g
D i v i s i o n
D a t e
C o l
C o r p s o f
E n g i n e e r s t e
R e c o m m e n d e d b y
A p p r o v e d b y
I N
D I C
A T
E D
O N
E A
C H
I N
D I V
I D
U A
L T
I T
L E
B L
O C
K
R E
C O
M M
E N
D A
T
IO
N A
N D
A P
P R
O V
A L
O F
A L
L D
R A
W
IN
G S
I N
T H
IS
S
E T
A S
E R
S
I G
N A
T U
R E
S A
F F
I X
E D
B E
L O
W I
N D
I C
A T
E O
F F
I C
A L
D O
C U
M E
N T
S W
IT
H
IN
T
H E
S C
O P
E O
F T
H E
IR
E
M P
L O
Y M
E N
T A
S R
E Q
U
IR
E D
B Y
R E
G
IS
T R
A T
IO
N
D E
S
IG
N A
T
IO
N S
O F
I N
D
IV
ID
U
A L
S A
P P
E A
R O
N T
H E
S E
P R
O J E
C T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
T
H E
I N
I T
I A
L S
O R
S I G
N A
T U
R E
S A
N D
T H
I S
P R
O J E
C T
W A
S D
E S
I G
N E
D B
Y T
H E
R O
C K
I S
L A
N D
D I S
T R
I C
T O
F T
H E
C h i e f
D e s i g n
B r a n c h t e
C h i e f
H y d r a u l i c s
B r a n t e
C i e f
G e o t e c h n i c a l
B r a n t e m r
REPAIRS
HORIZONTAL CONCRETE
LOCK AND DAM 21
X201
C O
V E
R S
H E
E T
H O
R
IZ
O N
T A
L C
O N
C R
E T
E R
E P
A
IR
S L
O C
K A
N D
D A
M N
O
M I S
S I S
S I P
P I R
I V
E R
I L
M
A Y
QUINCY
HANNIBAL
QUINCY
LOCK AND DAM 21
M I
S S I
S S I
P P I
R I
V E
R
LOCATION MAP
LOCK AND DAM 21
NO SCALE
LOCK AND DAM 21
WISCONSIN
ILLINOIS
IN
D
IA
N
A
IOWA
MISSOURI
KENTUCKY
SPRINGFIELD
QUINCY
DAVENPORT
BURLINGTON
ROCK ISLAND
CHICAGO
OHI
O
R
W A
B A
S H
R
.MISSOURI R.
R
IL
L
R
ROCK
R
LAKE
MICHIGAN
M
IS
S
IS
S
IP
P I
O
IS
VICINITY MAP
NO SCALE
CANTON
SHEET
REF. NO.
SHEET
NO.
HANNIBAL
ST. LOUIS
IN
MISSOURI
R.
A
A
A1A2
A1A3
A1A2
ELEVATION IDENTIFICATION
DETAIL IDENTIFICATION
INDICATES SECTION
NUMBER OF SHEET ON WHICH DETAIL IS DRAWN
NUMBER OF SHEET ON WHICH ELEVATION IS DRAWN
NUMBER OF SHEET ON WHICH SECTION IS DRAWN
INDICATES ELEVATION
INDICATES DETAIL
LEGENDLOCATION PLAN
NO SCALE
CANTON
IS TAKEN
ON WHICH SECTION
NUMBER OF SHEET
IS TAKEN
ON WHICH ELEVATION
NUMBER OF SHEET
IS TAKEN
ON WHICH DETAIL
NUMBER OF SHEET
SHEET
REF. NO.
SHEET
NO.
TITLE OF DRAWING
COVER SHEET
REFERENCE DRAWINGS
LOCK AND DAM 21
PROJECT LOCATION
SITE PLAN
VICINITY MAP LOCATION MAP AND INDEX
HANDRAIL LAYOUT
M M
M
T D
H
B L
L
T E
M
X202
A N
D I
N D
E X
L O
C A
T I O
N M
A P
V
IC
IN
IT
Y
M A
P
X201
X202
C201
S201
S202
S203
S204
S205
UPPER GUIDEWALL MONOLITHS 1-18 PLAN I
UPPER GUIDEWALL MONOLITHS 1-18 PLAN II
S206
S207
S208
HORIZONTAL RESURFACING DETAILS I
HORIZONTAL RESURFACING DETAILS II
KEVEL RAIL DETAILS
SECTION IDENTIFICATION
UPPER GUIDEWALL CONTRACTION JOINT LAYOUT
UPPER GUIDEWALL CONTRACTION JOINT LAYOUT
INDEX OF DRAWINGS - L/D 21
SCOPE OF WORK FOR LOCK AND DAM 21:
1.
GUIDEWALL. INSTALL BOND BREAKER AND PLACE NEW CONCRETE SURFACE.
RESURFACING UPPER GUIDEWALL, REMOVE 4" OF CONCRETE FROM TOP OF
2.
3.
4. REGRADING AND RESEEDING AS REQUIRED ALONG UPPER GUIDEWALL.
5. MINOR ELECTRICAL WORK.
CONSTRUCT NEW CONCRETE SIDEWALK.
EXISTING SUBGRADE MATERIAL. PLACE NEW MATERIAL AS REQUIRED AND
REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK. RECOMPACT
REMOVE AND REPLACE SIDEWALK ALONG BACKSIDE OF UPPER GUIDEWALL.
EXISTING HANDRAIL TO ACCOMPLISH RESURFACING WORK.
REINSTALL, AND APPROXIMATELY 19 CHECKPOST GUARDS TO REMOVE. REMOVE
ANCHORS. THERE ARE APPROXIMATELY 65 HANDRAIL POSTS TO REMOVE AND
REMOVE AND REINSTALL EXISTING HANDRAIL ON UPPER GUIDEWALL WITH NEW
6. MINOR FENCE WORK.
US Army Corps of Engineers
A
B C D
E F G H
Number:
Reference
Sheet
S c a l e
D r a w n B y
District Rock Island
D
G N
S P
E C
S Y
T I M
E
A B C D E F G H
R O
C K
I S
L A
N D
IL
L
IN
O
IS
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
Sheet of 36
D e s ig n e d
B y
C h e c k e d B y
R e v ie w e d
B y
D a t e
P r o j e c t C o d e
S o l i c i t a t i o n N u m b e r
A S
S H
O W
N
D A
C W
-0
-B
-0
D e s c r i p t i o n D a t e
S y m b o l
R e v i s i o n s
A p p r o v e d m r
H O
R
IZ
O N
T A
L C
O N
C R
E T
E R
E P
A
IR
S L
O C
K A
N D
D A
M N
O
M I S
S I S
S I P
P I R
I V
E R
I L
M
A Y
C201
T E
M
B L
L
T D
H
M M
M
S I T
E P
L A
N
EXISTING ASPHALT ROAD/TOP OF LEVEE
X
XXXX
X
XXXXXXXX
XX
X
X
XXXXXXX
X
EL.483.615
BENCHMARK
STAGING AREA
CONTRACTOR
S T
A . 3
.0
B
RESTROOMS
PUBLIC
EXISTING
x
SURFACED CUL-DE-SAC
EXISTING GRAVEL
S T
A . 7
.0 A
STATION
CONTROL
EXISTING
x x x
DRIVEWAY
EXISTING ASPHALT
PARKING
ASPHALT
EXISTING
GARAGE
MAINTENANCE
EXISTING
SITE PLAN
FLOW
D A
M
ACCESS ROAD
WORKING LIMITS
DRIVE/PARKING
AND ASPHALT
EXISTING CONCRETE
80 800 160'
SCALE IN FEET
US Army Corps of Engineers
A
B C D
E F G H
Number:
Reference
Sheet
S c a l e
D r a w n B y
District Rock Island
D
G N
S P
E C
S Y
T I M
E
A B C D E F G H
R O
C K
I S
L A
N D
IL
L
IN
O
IS
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
Sheet of 36
D e s ig n e d
B y
C h e c k e d B y
R e v ie w e d
B y
D a t e
P r o j e c t C o d e
S o l i c i t a t i o n N u m b e r
A S
S H
O W
N
D A
C W
-0
-B
-0
D e s c r i p t i o n D a t e
S y m b o l
R e v i s i o n s
A p p r o v e d m r
H O
R
IZ
O N
T A
L C
O N
C R
E T
E R
E P
A
IR
S L
O C
K A
N D
D A
M N
O
M I S
S I S
S I P
P I R
I V
E R
I L
M
A Y
10'-0"
B L
L
T D
H
M M
M
S201
T E
M
P L
A N
I U
P P
E R
G U
ID
E
W A
L L
PLAN
FLOW
UPPER GUIDE WALL
S T
A .1
.0
A
1 2 3 4
S T
A .1
.0
A
L
IG
H T
S T
A N
D A
R D
KEVEL RAIL
SIDEWALK
E N
D O
F K
E V
E L
R A
I L
M J S
T A
.1 .0
A
M J S
T A
.1 .0
A
M J S
T A
.1 .0
A
M J S
T A
.1 .0
A
BY GOVERNMENT
TO BE REMOVED
LOCKMAN SHELTER
10'-0"
BY GOVERNMENT
LOCKMAN'S SHELTER TO BE REMOVED
EXISTING WIRE AND CONDUIT FOR
NEW WIRE AND CONDUIT
NO WORK
29'-8"
WET LOCATION RATED
SPRING LOADED COVER,
20A DUPLEX, GFI, WITH
NEW RECEPTACLE, 120V,
TURN PAD
PLAN
FLOW
UPPER GUIDE WALL
M A
T C
H L
I N
E A
S E
E S
H E
E T
S
5 50 10'
SCALE IN FEET
INDICATES REMOVAL OF CONCRETE
INDICATES PLACEMENT OF CONCRETE
LEGEND
OF CONCRETE 4" LOCKWALL RESURFACING
INDICATES REMOVAL AND REPLACEMENT
OF CONCRETE
S T
A .1
.0
A
P U
L L
B O
X A
N D
L
IG
H T
S T
A N
D A
R D
WARNING LIGHT
FISHERMAN
SIDEWALKSIDEWALKSIDEWALK SIDEWALK
SIDEWALK
REMOVE AND REPLACE
6 7 8 9
KEVEL RAIL
M J S
T A
.1 .0
A
M J S
T A
.1 .0
A
M J S
T A
.1 .0
A
M J S
T A
.1 .0
A
M J S
T A
.1 .0
A
M J S
T A
.1 .0
A
OF CONCRETE 4" LOCKWALL RESURFACING
INDICATES REMOVAL AND REPLACEMENT
ES BURIED ELECTRICAL CABLE
ELECTRICAL
EXISTING BURIED
DO NOT DAMAGE
8'-8"
1'-6"
UNDERNEATH NEW SIDEWALK.
SHELTER. CONDUIT WILL BE BURIED
LIGHT STANDARD TO LOCKMAN'S
SUPPORTS AS REQUIRED FROM THIS
CONDUCTORS AND CONDUIT AND
CONTRACTOR SHALL INSTALL NEW
US Army Corps of Engineers
A
B C D
E F G H
Number:
Reference
Sheet
S c a l e
D r a w n B y
District Rock Island
D
G N
S P
E C
S Y
T I M
E
A B C D E F G H
R O
C K
I S
L A
N D
IL
L
IN
O
IS
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
Sheet of 36
D e s ig n e d
B y
C h e c k e d B y
R e v ie w e d
B y
D a t e
P r o j e c t C o d e
S o l i c i t a t i o n N u m b e r
A S
S H
O W
N
D A
C W
-0
-B
-0
D e s c r i p t i o n D a t e
S y m b o l
R e v i s i o n s
A p p r o v e d m r
H O
R
IZ
O N
T A
L C
O N
C R
E T
E R
E P
A
IR
S L
O C
K A
N D
D A
M N
O
M I S
S I S
S I P
P I R
I V
E R
I L
M
A Y
T E
M
B L
L
T D
H
M M
M
S202
P L
A N
I I
U P
P E
R G
U
ID
E W
A L
L
PLAN
FLOW
S T
A .8
.0
A
5 50 10'
SCALE IN FEET
LEGEND
OF CONCRETE 4" LOCKWALL RESURFACING
OF CONCRETE
15 16 17 18
SIDEWALK
M J S
T A
.8
.0
A
M J S
T A
.8
.0
A
M J S
T A
.8
.0
A
M J S
T A
.7
.0
A M
J S
T A
.7
.0
A
M J S
T A
.7
.0
A
S T
A .9
.0
A
P U
L L
B O
X A
N D
L
IG
H T
S T
A N
D A
R D
PLAN
FLOW
10 11 12 13
S T
A .1
.0
A
L
IG
H T
S T
A N
D A
R D
KEVEL RAIL
SIDEWALK SIDEWALK
LOCK FACE
KEVEL RAIL
SIDEWALKSIDEWALK
M J S
T A
.1 .0
A
M J S
T A
.1 .0
A
M J S
T A
.9
.0
A
M J S
T A
.9
.0
A
M J S
T A
.9
.0
A M
J S
T A
.9
.0
A
M J S
T A
.9
.0
A
SHEET S207
SEE LADDER DETAIL
DAMAGE EXISTING ELECTRICAL
TAKE CARE NOT TO
TO REMAIN.
OF POLE WITH WARNING HORN
THROUGH DOWNSTREAM LEG
CONDUIT AND CONDUCTOR
M A
T C
H L
I N
E A
S E
E S
H E
E T
S
CONDUIT.
INCLUDING ELECTRICAL
AND RELATED EQUIPMENT,
CARE NOT TO DAMAGE GAGE
GAGE WELL HOUSING. TAKE
REMOVE AND REPLACE
G A
G E
W E
L L
US Army Corps of Engineers
A
B C D
E F G H
Number:
Reference
Sheet
S c a l e
D r a w n B y
District Rock Island
D
G N
S P
E C
S Y
T I M
E
A B C D E F G H
R O
C K
I S
L A
N D
IL
L
IN
O
IS
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
Sheet of 36
D e s ig n e d
B y
C h e c k e d B y
R e v ie w e d
B y
D a t e
P r o j e c t C o d e
S o l i c i t a t i o n N u m b e r
A S
S H
O W
N
D A
C W
-0
-B
-0
D e s c r i p t i o n D a t e
S y m b o l
R e v i s i o n s
A p p r o v e d m r
H O
R
IZ
O N
T A
L C
O N
C R
E T
E R
E P
A
IR
S L
O C
K A
N D
D A
M N
O
M I S
S I S
S I P
P I R
I V
E R
I L
M
A Y
PLAN
FLOW
PLAN
FLOW
UPPER GUIDE WALL
UPPER GUIDE WALL
M A
T C
H L
I N
E A
S E
E S
H E
E T
S
5 50 10'
SCALE IN FEET
S T
A .1
.0
A
1 2
S T
A .1
.0
A
L
IG
H T
S T
A N
D A
R D
KEVEL RAIL
SIDEWALK
E N
D O
F K
E V
E L
R A
I L
S T
A .1
.0
A
P U
L L
B O
X A
N D
L
IG
H T
S T
A N
D A
R D
FENCE
WARNING LIGHT
FISHERMAN
SIDEWALK SIDEWALK
6 7 8 9
KEVEL RAIL
NEW TURNAROUND PAD
T E
M
B L
L
T D
H
M M
M
S203
M .J
S
T A
.1 .0
A
M .J
S
T A
.1 .0
A
M .J
S
T A
.1 .0
A
M .J
S
T A
.1 .0
A
M .J
S
T A
.1 .0
A
M .J
S
T A
.1 .0
A
M .J
S
T A
.1 .0
A
M .J
S
T A
.1 .0
A
M .J
S
T A
.1 .0
A
BY GOVERNMENT
TO BE REMOVED
LOCKMAN SHELTER
EXISTING MONOLITH JOINT
EXPANSION JOINT
CONTRACTION JOINT (C.J.)
LEGEND:
M.J.
FOR JOINT DETAILS.
1) SEE SHEET S206 AND SPECIFICATIONS
NOTE
NO WORK
29'-8"
6'-0" MAX
EVENLY SPACED
E
E
EE E
E
E
6'-0" MAX
EVENLY SPACED
6'-0" MAX
EVENLY SPACED
6'-0" MAX
EVENLY SPACED
E
E
E
E
E
E E
E
6'-0" MAX
EVENLY SPACED
E
E E
E
M .J
S
T A
.1 .0
A
6'-0" MAX
EVENLY SPACED
L A
Y O
U T
I C
O N
T R
A C
T
IO
N J
O
IN
T U
P P
E R
G U
ID
E
W A
L L
US Army Corps of Engineers
A
B C D
E F G H
Number:
Reference
Sheet
S c a l e
D r a w n B y
District Rock Island
D
G N
S P
E C
S Y
T I M
E
A B C D E F G H
R O
C K
I S
L A
N D
IL
L
IN
O
IS
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
Sheet of 36
D e s ig n e d
B y
C h e c k e d B y
R e v ie w e d
B y
D a t e
P r o j e c t C o d e
S o l i c i t a t i o n N u m b e r
A S
S H
O W
N
D A
C W
-0
-B
-0
D e s c r i p t i o n
D a t e
S y m b o l
R e v i s i o n s
A p p r o v e d m r
H O
R
IZ
O N
T A
L C
O N
C R
E T
E R
E P
A
IR
S L
O C
K A
N D
D A
M N
O
M I S
S I S
S I P
P I R
I V
E R
I L
M
A Y
M
B L
L
T D
H
M M
M
PLAN
FLOW
S T
A .9
.0 A
P U
L L
B O
X A
N D
L
IG
H T
S T
A N
D A
R D
S T
A .8
.0 A
5 50 10'
SCALE IN FEET
PLAN
FLOW
10 11 12 13
S T
A .1
.0
A
L
IG
H T
S T
A N
D A
R D
KEVEL RAIL
M A
T C
H L
I N
E A
S E
E S
H E
E T
S
SIDEWALK
SIDEWALK
LOCK FACE
15 16 17 18
KEVEL RAIL
SIDEWALK
S204
NOTE
1)
FOR JOINT DETAILS.
SEE SHEET S206 AND SPECIFICATIONS
M .J
S
T A
.1 .0
A
M .J
S
T A
.1 .0
A
M .J
S
T A
.9
.0
A
M .J
S
T A
.9
.0
A
M .J
S
T A
.9
.0
A
M .J
S
T A
.8
.0
A
M .J
S
T A
.8
.0
A
M .J
S
T A
.8
.0
A
M .J
S
T A
.9
.0
EXISTING MONOLITH JOINT
EXPANSION JOINT
CONTRACTION JOINT (C.J.)
LEGEND:
M.J.
E
E
6'-0" MAX
EVENLY SPACED
E E E
E E E
E
E E
E
E
E
6'-0" MAX
EVENLY SPACED
6'-0" MAX
EVENLY SPACED
E
EE
6'-0" MAX
EVENLY SPACED
L A
Y O
U T
I I
C O
N T
R A
C T
IO
N
J O
IN
T
U P
P E
R G
U
ID
E W
A L
L
E
E
M J S
T A
.7
.0
A
E
E E
M J S
T A
.7 .0
A
M .J
S
T A
.9
.0
A
E
E
KEVEL RAIL ENDS
G A
G E
W E
L L
GAGES, AND CABLES
INSTRUMENTS,
DAMAGE TOWER,
TAKE CARE NOT TO
US Army Corps of Engineers
A
B C D
E F G H
Number:
Reference
Sheet
S c a l e
D r a w n B y
District Rock Island
D
G N
S P
E C
S Y
T I M
E
A B C D E F G H
R O
C K
I S
L A
N D
IL
L
IN
O
IS
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
Sheet of 36
D e s ig n e d
B y
C h e c k e d B y
R e v ie w e d
B y
D a t e
P r o j e c t C o d e
S o l i c i t a t i o n N u m b e r
A S
S H
O W
N
D A
C W
-0
-B
-0
D e s c r i p t i o n
D a t e
S y m b o l
R e v i s i o n s
A p p r o v e d m r
H O
R
IZ
O N
T A
L C
O N
C R
E T
E R
E P
A
IR
S L
O C
K A
N D
D A
M N
O
M I S
S I S
S I P
P I R
I V
E R
I L
M
A Y
6 60 12'
SCALE IN FEET
F
LEGEND:
R
T E
M
B L
L
T D
H
M M
M
S205
H A
N D
R A
IL
L
A Y
O U
T
UPPER GUIDE WALL
S T
A .1
.0
A
S T
A .1
.0
A
S T
A .1
.0
A
S T
A .1
.0
A
S T
A .1
.0
A1 2
KEVEL RAIL
SIDEWALK
BY OTHERS
TO BE REMOVED
LOCKMAN SHELTER
S T
A .1
.0
A
S T
A .1
.0
A
S T
A .1
.0
A
S T
A .1
.0
A
S T
A .1
.0
A
S T
A .1
.0
A WARNING LIGHT
FISHERMAN
SIDEWALKSIDEWALKSIDEWALK SIDEWALK
SIDEWALK
REMOVE AND REPLACE
6 7 8 9
KEVEL RAIL
PLAN
FLOW
S T
A .8
.0 A
S T
A .8
.0 A
S T
A .8
.0 A
S T
A .9
.0 A
S T
A .9
.0 A
S T
A .8
.0 A
S T
A .9
.0 A
S T
A .9
.0 A
S T
A .9
.0 A
S T
A .1
.0
A
10 11 12 13
KEVEL RAIL
S T
A .1
.0
A
SIDEWALK SIDEWALK
15 16 17 18
KEVEL RAIL
SIDEWALKSIDEWALK
SIDEWALK
L
IG
H T
S T
A N
D A
R D
P U
L L
B O
X A
N D
FFFFFF FFFFF
RRRRRRRRRRRRR
RR
RRRRRRRRRRRR
RRRR
RRRRRRRRRRRR RRRRRRRRRRR
RRRRRRRRRRRRRRRR RRRRRRRRRRRRRRRRR
RRRRRRRRRRRRR RRRRRRRRRRRRR
EXISTING WORKING RAIL
REMOVE AND REINSTALLNO WORK
29'-8"
EXISTING WORKING RAIL
REMOVE AND REINSTALL
EXISTING WORKING RAIL
REMOVE AND REINSTALL
EXISTING WORKING RAIL
REMOVE AND REINSTALL
TURN PAD
REMOVED BY GOVERNMENT
DISTANCE MARKER POST TO BE
SURFACE)
(ANCHORED APPROX. 5'' BELOW
DO NOT DAMAGE RING BUOY STAND
M J S
T A
.7
.0
A
REMOVED BY GOVERNMENT
RING BUOY POST TO BE
RR RRR R
M J S
T A
.7
.0
A
S T
A .9
.0 A
REMOVE AND REINSTALL EXISTING FENCE
REMOVE AND REINSTALL EXISTING WORKING RAIL WITH NEW ANCHORS
G A
G E
W E
L L
DOWNSTREAM POLE
ELECTRICAL CONDUIT INSIDE
REINSTALLED BY GOVERNMENT.
POLES TO BE REMOVED AND
US Army Corps of Engineers
A
B C D
E F G H
Number:
Reference
Sheet
S c a l e
D r a w n B y
District Rock Island
D
G N
S P
E C
S Y
T I M
E
A B C D E F G H
R O
C K
I S
L A
N D
IL
L
IN
O
IS
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
Sheet of 36
D e s ig n e d
B y
C h e c k e d B y
R e v ie w e d
B y
D a t e
P r o j e c t C o d e
S o l i c i t a t i o n N u m b e r
A S
S H
O W
N
D A
C W
-0
-B
-0
D e s c r i p t i o n
D a t e
S y m b o l
R e v i s i o n s
A p p r o v e d m r
H O
R
IZ
O N
T A
L C
O N
C R
E T
E R
E P
A
IR
S L
O C
K A
N D
D A
M N
O
M I S
S I S
S I P
P I R
I V
E R
I L
M
A Y
MONOLITH JOINT DETAIL
RESURFACING
D E
T A
I L
S I
R E
S U
R F
A C
IN
G
H O
R
IZ
O N
T A
L
JOINT FILLER
PREMOLDED EXPANSION
¼"
½
S206
T E
M
B L
L
T D
H
M M
M
NO SCALE
MIN.
¼"
JOINT SEALANT DETAIL
PLACE W BACKER ROD
4 40 8"
SCALE IN INCHES
4 40 8"
SCALE IN INCHES
1 10 2'
SCALE IN FEET
2 20 4'
SCALE IN FEET
SEE DETAIL
JOINT SEALANT
4" COMPACTED GRANULAR BASE
5'-0"
4" COMPACTED GRANULAR BASE
SIDEWALK
TURNAROUND PAD
TOWARD GROUND/LAWN
SLOPE 1% DOWN
2 20 4'
SCALE IN FEET
D E
P T
H
FILLER AND OMIT BACKER ROD.
PREMOLDED EXPANSION JOINT
AT EXPANSION JOINT. USE
¼
(TYP.)
POST
HANDRAIL
JOINT DETAIL @ EDGE OF LOCK WALL
4" RESURFACING4" SIDEWALK
SEE DETAIL
JOINT SEALANT
8 80
SCALE IN INCHES
16"
CONTRACTION JOINT DETAIL
¼"
JOINT
CONTRACTION
RESURFACING
4"MIN.
¼ SLAB DEPTH
4 40 8"
SCALE IN INCHES
SEE DETAIL
JOINT SEALANT
¼"
RESURFACING
4"MIN.
ASPHALT BOND BREAKER
JOINT
MONOLITH
½
SEE DETAIL
JOINT SEALANT
TURN PAD DETAIL
FELT BOND BREAKER
SATURATED ORGANIC,
APPLY #15 ASPSHALT
FELT BOND BREAKER
SATURATED ORGANIC,
APPLY #15 ASPSHALT
LOCK CHAMBER
AWAY FROM
SLOPE 1% DOWN
#3 DEFORMED BAR @ 48" O.C.
EPOXY COATED 24" LONG
JOINT DETAIL @ EXISTING CONCRETE
CONCRETE
EXISTING
4" SAWCUT
4 40 8"
SCALE IN INCHES
CONTRACTION JOINT
(SEE DETAIL THIS SHEET)
WITH JOINT SEALANT
RESURFACING
CONCRETE
¼"
¾
RESURFACING
CONCRETE
¼"
¾
FELT BOND BREAKER
SATURATED ORGANIC
APPLY #15 ASPHALT
JOINT SEALANT
E Q
U A
L S
W
ID
T H
AT SIDEWALK EXPANSION JOINT
#3 DEFORMED BAR @ 48" O.C.
EPOXY COATED 24" LONG
LOCKMANS SHELTER
NEW CONDUIT TO
EXPANSION JOINT DETAIL
SIDEWALK
4" MIN. CONCRETE
MONOLITH
EXISTING
4" COMPACTED GRANULAR BASE
C
O N
C R
E T
E
R E
S U
R F
A C
IN
G
FRAME
JOINT SEALANT
WHICHEVER IS LESS
¾" OR FRAME HT,
TYPICAL JOINT DETAIL @ FRAMES
¼"
8 80
SCALE IN INCHES
16"
NO SCALE
US Army Corps of Engineers
A
B C D
E F G H
Number:
Reference
Sheet
S c a l e
D r a w n B y
District Rock Island
D
G N
S P
E C
S Y
T I M
E
A B C D E F G H
R O
C K
I S
L A
N D
IL
L
IN
O
IS
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
Sheet of 36
D e s ig n e d
B y
C h e c k e d B y
R e v ie w e d
B y
D a t e
P r o j e c t C o d e
S o l i c i t a t i o n N u m b e r
A S
S H
O W
N
D A
C W
-0
-B
-0
D e s c r i p t i o n
D a t e
S y m b o l
R e v i s i o n s
A p p r o v e d m r
H O
R
IZ
O N
T A
L C
O N
C R
E T
E R
E P
A
IR
S L
O C
K A
N D
D A
M N
O
M I S
S I S
S I P
P I R
I V
E R
I L
M
A Y
JOINTS (TYP.)
CONTRACTION
M .J
M .J
TOP OF LOCKWALL
THIS SHEET
SEE DETAILS
NEW SIDEWALK,
EXPANSION JOINTS REQUIRED
AT MONOLITH JOINTS
SPACES @ 6'-0" MAX
TYPICAL SIDEWALK - PLAN
AT EDGE OF LOCKWALL
SEE JOINT SEALANT DETAIL
SIDEWALK DETAIL
BASE
4" COMPACTED GRANULAR MONOLITH
EXISTING
REPLACE WITH NEW SIDEWALK
REMOVE EXISTING SIDEWALK,
AS SHOWN ON SHEET S201
ARMOR-EXISTING
HORIZONTAL CORNER
OF LOCKWALL
CHAMBER FACE
TYPICAL SECTION OF HORIZONTAL RESURFACING
THIS SHEET
@ EDGE LOCKWALL
SEE JOINT DETAIL
FELT BOND BREAKER
SATURATED ORGANIC,
APPLY #15 ASPHALT
RESURFACING
CONCRETE LOCKWALL
SEE SHEET S208
KEVEL RAIL DETAIL
CHAMBER
AWAY FROM LOCK
SLOPE 1% DOWN
4" MIN. CONCRETE SIDEWALK
8"
W S
T
B L
L
T D
H
M M
M
S207
D E
T A
I L
S I
I R
E S
U R
F A
C
IN
G H
O R
IZ
O
N T
L
2 20 4'
SCALE IN FEET
4 40 8"
SCALE IN INCHES
PLAN
SECTION
B
B
1'-4"
1'-4"
R E
S U
R F
A C
IN
G
M
I N
TO REMAIN IN PLACE
EXISTING CHECKPOST
NEW JOINT SEALANT
CLEAN OUT AND APPLY
CHECKPOST
> EXISTING
RESURFACING AT EXISTING CHECKPOST
1 10 2'
SCALE IN FEET
C
PLAN
SECTION
C
SHEET S206
SEE DETAIL
JOINT SEALANT
EDGE OF CHECKPOSTS (TYP)
CONTRACTION JOINT AT
RADIUS
MATCH EXISTING
NO SCALE
SECTION
E
D
E
1 10 2'
SCALE IN FEET
RADIUS
MATCH EXISTING
NO SCALE
SECTION
D
{ HANDRAIL
PLAN
0 3" 6"1" 2"
A
SCALE: IN INCHES
HANDRAIL BASE DETAILS (TYP.)
SHEET METAL ENCLOSURE
BASE PLATE
SAW CUT
RESURFACING AT EXISTING LIGHT STANDARD
RESURFACING
4" MIN.
1 10 2'
SCALE IN FEET
2 20 4'
SCALE IN FEET
PLAN
A
SECTION
A
DETAIL SHEET S106)
JOINT SEALANT (SEE
(TYP)
CENTERLINE OF STANDARDS
SIDEWALK AT EDGE OR
CONTRACTION JOINTS IN
RESURFACING AT MANHOLES AND PULLBOXES
JOINT DETAIL AT CORNER ARMOR
2 20 4'
SCALE IN FEET
OF LOCKWALL
CHAMBER FACE
ARMOR-EXISTING
CORNER
HORIZONTAL
OF LOCKWALL
CHAMBER FACE
ARMOR-EXISTING
CORNER
HORIZONTAL
DETAIL SHEET S206
SEE JOINT SEALANT
PLAN VIEW (TYP.)
LADDER DETAIL
DIAMETERS SHALL BE 1½"
SQUARE 4-BOLT BASES. BASE RECEIVERS
REPLACE ALL EXISTING BASES WITH NEW
EXISTING SURFACE
2" SAWCUT 4" BELOW
ARMOR TO REMAIN
EXISTING CORNER
EXISTING SURFACE
2" SAWCUT 4" BELOW
EXISTING SURFACE
2" SAWCUT 4" BELOW
ARMOR TO REMAIN
EXISTING CORNER
REMOVAL IS COMPLETE
FLUSH AFTER 4" CONCRETE
CUT EXPOSED STEEL
RADIUS
EXISTING
MATCH
FELT BOND BREAKER
SATURATED ORGANIC
APPLY #15 ASPHALT
FRAME AND COVER
EXISTING MANHOLE
MANHOLES (TYP)
OR CENTERLINE OF
IN SIDEWALK AT EDGE
CONTRACTION JOINTS
EXISTING MANHOLE FRAME
R
E S
U R
F A
C I N
G
FELT BOND BREAKER
SATURATED ORGANIC
#15 ASPHALT
SEE DETAIL ON SHEET S206
PREMOLDED EXPANSION JOINT FILLER,
IS FLUSH WITH SURFACE OF CONCRETE
SCREED SUCH THAT EDGE OF FRAME
SECTION
A
MAY VARY
EXISTING DIAMETER
OR WALL
TOP OF CURB
M
I N
GASKET
NEOPRENE
CONCRETE
NEW
AND WASHERS
NEW ½" ANCHORS
ANCHORS WILL NOT BE ALLOWED.
GALVANIZED. ALL ANCHORS SHALL BE EPOXY GROUTED, MECHANICAL
6000 LB ULTIMATE SHEAR. ALL ANCHOR BOLTS AND NUTS SHALL BE
EMBEDMENT OF 4 INCHES, 4000 LB ULTIMATE PULLOUT, AND
ANCHOR BOLTS SHALL BE EMBEDDED BOLTS WITH A MINIMUM
WORKING RAIL BASE PLATES SHALL MATCH EXISTING ANCHOR SIZE,
BASE PLATES SHALL BE ½" DIA. ANCHOR BOLTS FOR EXISTING
NOTE: ALL ANCHOR BOLTS SHALL BE REPLACED. ANCHOR BOLTS FOR NEW
US Army Corps of Engineers
A
B C D
E F G H
Number:
Reference
Sheet
S c a l e
D r a w n B y
District Rock Island
D
G N
S P
E C
S Y
T I M
E
A B C D E F G H
R O
C K
I S
L A
N D
IL
L
IN
O
IS
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
Sheet of 36
D e s ig n e d
B y
C h e c k e d B y
R e v ie w e d
B y
D a t e
P r o j e c t C o d e
S o l i c i t a t i o n N u m b e r
A S
S H
O W
N
D A
C W
-0
-B
-0
D e s c r i p t i o n D a t e
S y m b o l
R e v i s i o n s
A p p r o v e d m r
H O
R
IZ
O N
T A
L C
O N
C R
E T
E R
E P
A
IR
S L
O C
K A
N D
D A
M N
O
M I S
S I S
S I P
P I R
I V
E R
I L
M
A Y
M
B L
L
T D
H
M M
M
S208
K E
V E
L R
A I L
D E
T A
I L
S
KEVEL RAIL PLAN
4 40 8"
SCALE IN INCHS
PLATE
RAIL
RAIL
LOCKWALL
13½"
BASE PLATE
8"
CLIP ANGLE
BASE PLATE
CLIP ANGLE
1½"
6¼"
R
T
T
T T
NOMINAL
T
KEVEL RAIL ASSEMBLY
LOCKWASHER
5½"
CLIP ANGLE
3¾"
EL. 603.0
CORNER ARMOR
EXISTING
2 20 4"
SCALE IN INCHS
BASE PLATE
T
T
FELT BOND BREAKER
SATURATED ORGANIC
APPLY #15 ASPHALT
ANCHOR ROD
{ EXISTING RAIL
4"
T
T
GRADE
EXISTING
MATCH
BOND BREAKER
APPLY MASTIC
ANCHORS
ANCHORS AND CORNER ARMOR
NOT TO DAMAGE KEVEL RAIL
12" OF ANCHORS. TAKE CARE
60-lb (MAX.) HAMMER WITHIN
CHIP OUT CONCRETE. USE
CORNER ARMOR ANCHOR
US Army Corps of Engineers
A
B C D
E F G H
Number:
Reference
Sheet
S c a l e
D r a w n B y
District Rock Island
D
G N
S P
E C
S Y
T I M
E
A B C D E F G H
R O
C K
I S
L A
N D
IL
L
IN
O
IS
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
Sheet of 36
D e s ig n e d
B y
C h e c k e d B y
R e v ie w e d
B y
D a t e
P r o j e c t C o d e
S o l i c i t a t i o n N u m b e r
A S
S H
O W
N
D A
C W
-0
-B
-0
D e s c r i p t i o n
D a t e
S y m b o l
R e v i s i o n s
A p p r o v e d m r
H O
R
IZ
O N
T A
L C
O N
C R
E T
E R
E P
A
IR
S L
O C
K A
N D
D A
M N
O
M I S
S I S
S I P
P I R
I V
E R
I L
M
A Y
½
R
"4
PENETRATION
FULL
BENT BAR DETAIL
012" 1' 2'
A
B
BAR (B)
3-#10B ANCHORS
BAR (A)
3-#10B ANCHORS
JOINT
B
B
#6 ANCHORS
(TYP.)
3 #10x4'-0"
SECTION
CHECKPOST FOR #10 BAR
DRILL HOLES THRU
5" CL.
3" SAWCUT
1'-8½"
#6 ANCHORS @ 12
9"
2'-3" 2'-9"
MK S225-1
CORNER ARMOR,
1'-0"
#6 @ 12"
MK S225-2
WALL ARMOR,
4" SIDEWALK
RESURFACING
HORIZONTAL
#6 @ 12"
GROUT HOLE
2" DIA.
NON-SHRINK GROUT,
GRADE 4130 SR. FILL WITH
1" WALL THICKNESS ASTM 519
8¾" O.D. STEEL TUBING,
PROPERTIES.
THE REQUIRED MECHANICAL
GRADE 4140 HEAT TREATED TO
1" WALL THICKNESS ASTM A519
OR 9" O.D.
12¼" DIA. FOR 9" TUBING
FOR 8¾" TUBING, OR
STEEL PLATE. 12" DIA.
A
A
1'-9"
3'-1½"
SECTION AT NEW CHECKPOST
FROM CENTER OF POST
CLOSEST MJ AT LEAST 3'-6''
FROM CENTER OF POST
CLOSEST MJ AT LEAST 3'-6''
ANCHORS IN KIND
ARMOR AND
REPLACE CORNER
CHECKPOST DETAILS
SHALL BE 3500 psi PRIOR TO USE.
1. THE CONCRETE STRENGTH AT CHECKPOST
NOTES:
F R
J
T D
H
JW
B
S209
C H
E C
K P
O S
T D
E T
A
IL
S
B L
L /R
L C
J A
N
C O
N T
R A
C T
M O
D
IF
IC
A
T
IO
N
A D
D E
D S
H E
E T
CHECKPOST ELEVATION
T D
H
J A
N
US Army Corps of Engineers
A
B C D
E F G H
Number:
Reference
Sheet
S c a l e
D r a w n B y
District Rock Island
D
G N
S P
E C
S Y
T I M
E
A B C D E F G H
R O
C K
I S
L A
N D
IL
L
IN
O
IS
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
Sheet of 36
D e s ig n e d
B y
C h e c k e d B y
R e v ie w e d
B y
D a t e
P r o j e c t C o d e
S o l i c i t a t i o n N u m b e r
A S
S H
O W
N
D A
C W
-0
-B
-0
D e s c r i p t i o n D a t e
S y m b o l
R e v i s i o n s
A p p r o v e d m r
H O
R
IZ
O N
T A
L C
O N
C R
E T
E R
E P
A
IR
S L
O C
K A
N D
D A
M N
O
M I S
S I S
S I P
P I R
I V
E R
I
A B C D E F G H
A B C D E F HG
of Engineers ®
US Army Corps
Number:
Reference
Sheet
D a te
S c a le
P ro je c t
C o d e
S o li c it a ti o n N u m b e r:
R O
C K I S
L A
N D
IL
L
IN
O
IS
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
S y m b o l
D e s c ri p ti o n
D a te
A p p ro v e d
R e v is io n s
Sheet of 315
Rock Island District
D e s ig n e d B y
D ra w n B y
C h e c k e d B y
R e v ie w e d B y
AS-BUILT
B
E
D D
G L
W /1
/2
U
P E
R M
IS
S
IS
S
IP
P I
IO
W
A
IL
L
IN
O
IS
M
IS
S O
U R I
S-B110
F R J
E O J
J C
Q
B M
A
A S S
H O
W N
M R
N E
W W
O R
K P
L A
N
US CONTROL STAND BOOTH - PLAN
DS CONTROL STAND BOOTH - PLAN
4 40 8
SCALE IN FEET
4 40 8
SCALE IN FEET
FLOW
FLOW
M O
N O
L
IT
H J
O
IN
T
NEW MANHOLE COVER
GATE RECESS
12'-3"
EXISTING MANHOLE C-2
M O
N O
L
IT
H J
O
IN
T
NEW MANHOLE COVER
EXISTING MANHOLE C-1
12'-3"
GATE RECESS
S T
A .0 A
S T
A .0 A
C O
N T
R O
L S
T A
N D
L O
C K
F L
O O
D P
R O
O F C
C S B
A S
E M
E N
T E
L E
V A
T E C
O N
T R
O L S
T A
N D
S A
N D
M
IS
S
IS
S
IP
P I
R
IV
E R
STAND
CONTROL
NEW
STAND
CONTROL
NEW
STAND CONSOLE
NEW CONTROL
STAND CONSOLE
NEW CONTROL
/0
/1
N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r
B a s in \2
L o c k D a m
Q u in c y \4
L
D
G u id e w a ll R e p a ir s \C
A D \S h e e ts \M
R
G -0
X X
X .d g n
:1
:5
P
M
B E
D D
N P
P
/2
/2
.T .S
G-001
O
V E
R S
H E
M R
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
MISSISSIPPI RIVER BASIN
QUINCY, IL
Q U
IN
C Y
IL
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
O&M General
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
E S
LOCK AND DAM 21
GUIDEWALL REPAIRS
L O
C K A
N D D
A M
G U
ID
E W
A L L R
E P
A
IR
S M B
A L L
A
G -0
X X
X .d g n
/0
/2
W912EK-16-R-0011
W E
K -1
-R -0
AS-BUILT
W912EK-16-C-0027
W E
K -1
-C -0
A U
G
B M
A A
S -B
U
IL
T
ID
Sheet
Solicitation:
Contract:
of Engineers
US Army Corps
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
MARCH 2016
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r
B a s in \2
L o c k D a m
Q u in c y \4
L
D
G u id e w a ll R e p a ir s \C
A D \S h e e ts \M
R
G -0
X X
X .d g n
:4
:1
P
M
B E
D D
N P
P
/2
/2
G-002
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q U
IN
C Y
IL
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
E S
IN
D
E X O
F D
R A
W
IN
G S
TITLE OF DRAWING
REF. NO.
SHEET
TITLE OF DRAWING
REF. NO.
SHEET
GENERAL NOTES AND LEGEND
INDEX OF DRAWINGS
COVER SHEET
G-003
G-002
G-001
L O
C K A
N D D
A M
G U
ID
E W
A L L R
E P
A
IR
S
UPSTREAM GUIDEWALL PLAN STA. 1057.0A TO STA. 1338.0A
UPSTREAM GUIDEWALL PLAN STA. 730.0A TO STA. 795.0A
S-104 DOWNSTREAM GUIDEWALL PLAN STA. 9.0A TO STA. 67.0B
S-201
S-301 UPSTREAM GUIDEWALL SECTIONS
UPSTREAM GUIDEWALL MONOLITH NO. 1 ELEVATION
S-302 UPSTREAM GUIDEWALL SECTIONS
S-315
S-501 ARMOR DETAILS
S-505 TOW HAULAGE FAIRLEAD ASSEMBLY
E-001 ELECTRICAL NOTES
E-101
E-402
E-403
M B
A L L
A R
D
TOW HAULAGE UNIT AND APPROACH SLAB SECTIONS
S-316 SECTIONS
E-401
DOWNSTREAM TOW HAULAGE UNIT DEMOLITION PLAN
UPSTREAM GUIDEWALL PLAN
UPSTREAM TOW HAULAGE UNIT DEMOLITION PLAN
UPSTREAM TOW HAULAGE UNIT NEW WORK PLAN
E-503
E-501
E-502
E-404 DOWNSTREAM TOW HAULAGE UNIT NEW WORK PLAN
CONDUIT REPAIR AND CABLE SPLICE ELECTRICAL DETAILS
COUPLING LIGHT POLE AND NEW PULLBOX DETAILS
UPSTREAM TOW HAULAGE UNIT NEW PEDESTAL DETAILS
E-504 DOWNSTREAM TOW HAULAGE UNIT NEW PEDESTAL DETAILS
VA001 OPTION A - SURVEY MONUMENT INSTALLATION
E-103 DOWNSTREAM GUIDEWALL PLAN
M R
G -0
X X
X .d g n
SITE PLANC-001
/0
/2
W E
K -1
-R -0
B M
A
A U
G
W E
K -1
-C -0
AS-BUILT
S-103
S-101
S-503 ARMOR DETAILS
E-505 ELECTRICAL TIP-UP BRACKET DETAILS
A S -B
U
IL
ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r
B a s in \2
L o c k D a m
Q u in c y \4
L
D
G u id e w a ll R e p a ir s \C
A D \S h e e ts \M
R
G -0
X X
X .d g n
:2
:0
P
M
B E
D D
N P
P
/2
/2
G-003
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q U
IN
C Y
IL
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
E S
G E
N E
R A
L N
O T
E S A
N D L
E G
E
INDICATES AN AREA OF GRASS
INDICATES GRANULAR SURFACE
GENERAL NOTESLEGEND
L O
C K A
N D D
A M
G U
ID
E W
A L L R
E P
A
IR
S
BELOW THE 4" HORIZONTAL REMOVAL LINE.
ASTM A572 GRADE 50, MINIMUM 2'-0" EMBEDMENT IN RESIN GROUT
SHALL BE BY SAME SIZE THREADED ANCHOR AS EXISTING ANCHOR,
EXCEPT WHERE NOTED, REINSTALLATION OF EXISTING APPURTENANCES 19.
ARMOR IS CUT.
ALL VERTICAL SURFACES WHERE ARMOR IS PRESENT TO ENSURE
ON THE DRAWINGS. A 6" MINIMUM SAWCUT WILL BE REQUIRED ON
REQUIRED ON ALL CONCRETE REMOVAL AREAS EVEN WHEN NOT SHOWN
A 3-INCH MINIMUM SAWCUT, UNLESS NOTED OTHERWISE, SHALL BE18.
FROM CONCRETE FORMWORK.
ERECTION OF CONCRETE FORMWORK. ALL STEEL SHALL BE SEPARATE
ANCHORS, REINFORCING, EMBEDDED METALS, ETC. PRIOR TO
CONTRACTOR SHALL PLACE AND SECURE IN POSITION ALL ARMOR,17.
"CRES" INDICATES CORROSION RESISTANT STEEL.16.
ARMOR AT CONCRETE REMOVAL LIMITS.
BE REMOVED AND REPLACED UNLESS OTHERWISE NOTED. CUT/SAW
EXISTING ARMOR WITHIN THE LIMITS OF CONCRETE REPLACEMENT SHALL15.
ADJUSTED TO CLEAR WALL AND CORNER ARMOR.
CONCRETE ANCHORS AND REINFORCING STEEL SHALL BE FIELD14.
BENDING IN THE FIELD AFTER INSTALLATION WILL NOT BE PERMITTED.
ALL 90° BENT ANCHORS SHALL BE BENT PRIOR TO INSTALLATION. COLD13.
OTHERWISE SPECIFIED.
ALL STRUCTURAL STEEL SHALL BE ASTM A36/A36M UNLESS12.
STRESS.
COFFERDAM ACTING IN A LOCATION SO AS TO PROVIDE MAXIMUM
OF THE COFFERDAM AND ICE LOAD OF 5 KIPS/LINEAL FOOT OF
LOADING ON THE COFFERDAMS SHALL INCLUDE WATER TO THE TOP
TAKEN TO SEAL COFFERDAMS ON DETERIORATED CONCRETE SURFACES.
BE SEPARATE FROM FORMING. NECESSARY PRECAUTIONS SHALL BE
FOR APPROVAL TO THE CONTRACTING OFFICER. COFFERDAMS MUST
CONCRETE SHALL BE DESIGNED BY THE CONTRACTOR AND SUBMITTED
COFFERDAMS AS REQUIRED FOR THE REMOVAL AND REPLACEMENT OF11.
NOTED.
ALL ELECTRODES SHALL BE E70xx; LOW HYDROGEN, UNLESS OTHERWISE
CHECKPOST............................................................................AWS D1.5 / D1.5M
STRUCTURAL WELDING CODE, EXCEPT FOR THE FOLLOWING ITEMS:
WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY, AWS D1.1 / D1.1M10.
SHEAR. ALL ANCHORS AND NUTS SHALL BE GALVANIZED.
WHICH PROVIDES 4000 LB. ULTIMATE PULLOUT AND 6000 LB ULTIMATE
CONDITIONS. ANCHORS SHALL BE EMBEDDED IN EPOXY GROUT TO A DEPTH
NEW ANCHOR BOLTS TO RESET HAND RAIL TO EXISTING ANCHORED
UP PAINTING AS NECESSARY. CONTRACTOR MAY BE REQUIRED TO INSTALL
AND CONDITION, INCLUDING AN APPROVED METHOD AND TYPE OF TOUCH
MAINTAINED AND REINSTALLATION MADE TO ITS ORIGINAL LOCATION
DURING CONSTRUCTION AS LONG AS SAFETY AND SECURITY ARE
SECURITY FENCING AND HAND RAILING MAY BE REMOVED IN WORK AREAS9.
SPECIFICATIONS.
DURING LOCKAGE OF TOWS CONTAINING FLAMMABLE PRODUCTS. SEE
DEEMED DANGEROUS BY THE CONTRACTING OFFICER WILL BE ALLOWED
NO WORK INVOLVING OPEN FLAMES, SPARKS, OR OTHER OPERATIONS8.
SEEDING, ETC.
THE SITE TO EXISTING CONDITIONS, WHICH MAY REQUIRE GRADING,
CONTRACTOR PERFORMING ANY WORK. THE CONTRACTOR SHALL RETURN
BE PERFORMED WITH THE GOVERNMENT AND DOCUMENTED PRIOR TO THE
AN INITIAL JOINT INSPECTION OF EXISTING SITE CONDITIONS SHALL7.
INDICATES TO REUSE EXISTING.
"REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL"6.
AND MATERIAL FABRICATION.
CONFIRMING ALL DIMENSIONS PRIOR TO SHOP DRAWING PREPARATION
BEFORE WORK BEGINS. THE CONTRACTOR IS RESPONSIBLE FOR
ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD5.
TO CONDUCT LOCK OPERATIONS.
CLEARING OF WORK AREAS, ETC., TO ALLOW GOVERNMENT PERSONNEL
TEMPORARY COVERS FOR OPEN TRENCHES, TEMPORARY HANDRAILS,
CONTRACTOR SHALL MAKE ALL PROVISIONS NECESSARY, INCLUDING
CONSTRUCTION PERIOD EXCEPT AS NOTED IN THE SPECIFICATIONS.
THE LOCK AND DAM SHALL REMAIN IN OPERATION DURING THE4.
THE LOCKMASTER.
QUEUING PROCEDURES IS REQUIRED UNLESS OTHERWISE PERMITTED BY
USERS FOR LOCKAGE THROUGH THE LOCK. OBSERVATION OF NORMAL
THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY3.
NOT PRINTED TO SCALE.
REPRESENT ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE
DRAWINGS ARE NOT "AS BUILT" SO THEY DO NOT NECESSARILY
CONTRACT IS SHOWN ON THE REFERENCE DRAWINGS. THE REFERENCE
FOR THE CONTRACTOR'S BENEFIT. NO REQUIRED WORK UNDER THIS
REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY2.
IN ACCORDANCE WITH THE SPECIFICATIONS.
GOVERNMENT UTILITIES WILL BE MADE AVAILABLE TO THE CONTRACTOR1.
M B
A L L
A R
D
GROUT. HANDRAIL POST SPACING IS 6'-0".
RODS PER HANDRAIL POST. ANCHORS SHALL BE EMBEDDED 6" IN EPOXY
" DIA. THREADED2
125. REINSTALLATION OF HANDRAIL WILL REQUIRE FOUR
OFF-SITE AND COORDINATED BY THE CONTRACTOR.
BARGE AND TOWBOAT. ANY MOORING REQUIRED BEYOND THIS SHALL BE
CONTRACTOR SHALL ASSUME THESE AREAS CAN ACCOMMODATE A SINGLE
MOORING AREAS DESIGNATED ON THE DRAWINGS ARE UNKNOWN DEPTH.24.
ACCORDANCE WITH THE SPECIFICATIONS.
AREAS WITH LEAD BASED PAINT SHALL BE CONDUCTED IN
LEAD BASED PAINT IS PRESENT ON THE CORNER ARMOR. ALL WORK ON23.
SIDEWALK CONCRETE.
CLOSURE PERIOD EXCEPT FOR HORIZONTAL CONCRETE RESURFACING AND
CURE TIMES FOR CONCRETE SHALL BE INCLUDED WITHIN THE CONSTUCTION23.
COMPLY WITH NFPA 70, THE NATIONAL ELECTRICAL CODE.
ALL TEMPORARY AND PERMANENT ELECTRICAL REQUIREMENTS SHALL22.
CONCRETE PLACEMENT.
TO CONTROL THIS WATER FOR DE WATERING OF COFFERDAMS AND
VARIOUS AMOUNTS OF WATER. IT IS THE CONTRACTORS RESPONSIBILITY
EXISTING MONOLITH JOINTS MAY NOT BE WATER TIGHT AND MAY LEAK21.
GRIND SMOOTH IF REQUIRED TO MEET THESE TOLERANCES.
ARE INDEPENDENT OF OTHER TOLERANCES GIVEN IN THE SPECIFICATIONS.
" IN VERTICAL ALIGNMENT. THESE GIVEN LIMITS 4
1" AND NOT MORE THAN 16
1THAN
ARMOR AT JOINTS SHALL NOT DEVIATE IN HORIZONTAL ALIGNMENT BY MORE 20.
/0
/2
W E
K -1
-R -0
W E
K -1
-C -0
M R
G -0
X X
X .d g n
AS-BUILT
A U
G
B M
A A
S -B
U
IL
T
ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r
B a s in \2
L o c k D a m
Q u in c y \4
L
D
G u id e w a ll R e p a ir s \C
A D \S h e e ts \M
R
C -0
X X
X .d g n
:1
:3
P
M
B E
D D
N P
P
/2
/2
C-001
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q U
IN
C Y
IL
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
E S
N
GENERAL NOTES
A1
GENERAL PLAN
SCALE : NO SCALE
FLOW
M I S S I S S I P P I R I V E R
LANDWALL
MAIN LOCK
INTERMEDIATE WALL
RIVER WALL
AUXILIARY LOCK MOORING AREA
CONTRACTOR
BUILDING
MAINTENANCE GARAGE
STATION
CENTRAL CONTROL
ACCESS RO
AD
STAGING AREA
CONTRACTOR
PARKING
CONTRACTOR
PROJECT WORK LIMIT PROJECT WORK LIMIT
L O
C K A
N D D
A M
G U
ID
E W
A L L R
E P
A
IR
S
DOWNSTREAM GUIDEWALL FOR FLOATING PLANT OPERATIONS.
CLOSURE PERIOD, THE CONTRACTOR MAY UTILIZE THE
TO NORMAL QUEUE REQUIREMENTS). DURING THE LOCK
PERIOD (EXCEPT FOR MOVEMENTS OF EQUIPMENT ADHERING
CHAMBER OR GUIDEWALLS OUTSIDE OF THE LOCK CLOSURE
CONTRACTOR WILL NOT BE ALLOWED USE OF THE LOCK 1.
G E
N E
R A
L P
L A
N
M B
A L L
A R
D
/0
/2
W E
K -1
-R -0
M R
C -0
X X
X .d g n
PROJECT WORK LIMIT
W E
K -1
-C -0
AS-BUILT
B M
A
A U
G
A S -B
U
IL
T
ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D xx x x x x xx x xx x xx x xx x x x x x x
ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r
B a s in \2
L o c k D a m
Q u in c y \4
L
D
G u id e w a ll R e p a ir s \C
A D \S h e e ts \M
R S -1
X X
X .d g n
:1
:4
P
M
B E
D D
N P
P
/2
/2
S-101
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q U
IN
C Y
IL
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
E S
1 2 3
4 5 6
M A
T C
H L
IN
E
7 8 9
M A
T C
H L
IN
E M
A T
C H L
IN
E
0 2' 4' 8'SCALE : 1/4"=1'-0"
0 2' 4' 8'SCALE : 1/4"=1'-0"
0 2' 4' 8'SCALE : 1/4"=1'-0"
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A S
T A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
M .J
M .J
M .J
M .J
M .J
M .J
M .J
M .J
M .J
M .J
M .J
M A
T C
H L
IN
E
M A
T C
H L
IN
E
L O
C K A
N D D
A M
G U
ID
E W
A L L R
E P
A
IR
S
C1
B1
A1
A .2
A
S T
A .1
A
S T
A .9
A
S T
A .4
A
S T
A .1
A
S T
A .0
A
S T
A .3
A
TO REMAIN
EXISTING SIGN
S T
A .1
A
RECEPTACLE TO REMAIN
EXISTING ELECTRICAL
S T
A .2
A
S T
A .3
A
S T
A .4
A
S T
A .7
A
EXISTING FENCE (TYP.)
LIGHT
AND NAVIGATION
OUTDRAFT SIGN
EXISTING
STANDARD
EXISTING LIGHT
S T
A .5
A
EXISTING PULL BOX
S-201
A1
U P
S T
R E
A M G
U
ID
E W
A L L P
L A
N
S T
A .0
A T
O S
T A .0
A
LC
C H
E C
K P
O S
T
L A
D D
E R
LCLC LC LC
A N
D P
U L L B
O X
S T
A N
D A
R D
L
IG
H
LC LC LC LC LC
LC LC LC
ELECTRICAL DRAWINGS
LIGHT TO REMAIN. SEE
FISHERMANS WARNING
EMBANKMENT
EXISTING RIPRAP
CONCRETE SLAB
EXISTING
CONCRETE SLAB
EXISTING
M B
A L L
A R
D
K E
V E
L R
A
IL
S T
A .5
N
TO PERFORM WORK
HANDRAIL AS REQUIRED
REMOVE AND REINSTALL
TO PERFORM WORK
HANDRAIL AS REQUIRED
REMOVE AND REINSTALL
TO PERFORM WORK
HANDRAIL AS REQUIRED
REMOVE AND REINSTALL
M R
S -1
X X
X .d g n2 /0
/2
W E
K -1
-R -0
C H
E C
K P
O S
T
C H
E C
K P
O S
T
C H
E C
K P
O S
T
C H
E C
K P
O S
T
C H
E C
K P
O S
T
C H
E C
K P
O S
T
C H
E C
K P
O S
T
C H
E C
K P
O S
T
C H
E C
K P
O S
T
C H
E C
K P
O S
T
B M
A
A U
G
W E
K -1
-C -0
AS-BUILT
E N
D O
F E
X
IS
T
RIPRAP EMBANKMENT
OFF THE EXISTING
WAS ADDED TO CHINK
2" MINUS LIMESTONE
A S -B
U
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r
B a s in \2
L o c k D a m
Q u in c y \4
L
D
G u id e w a ll R e p a ir s \C
A D \S h e e ts \M
R S -1
X X
X .d g n
:0
:3
A
M
B E
D D
N P
P
/2
/2
.S
S-103
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q U
IN
C Y
IL
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
E S
M A
T C
H L
IN
E
0 2' 4' 8'SCALE : 1/4"=1'-0"
S T
A .0
A
S T
A .0
A
M .J
M .J
STRUCTURAL SHEET NOTES
4'-7"
UNIT SHELTER
EXISTING TOW HAULAGE
REMOVE AND REINSTALL
STAND
CONTROL
UPSTREAM
LINES
BUBBLER
EXISTING
EXISTING CONCRETE CURB
EXISTING ASPHALT ROADWAY
TO REMAIN
EXISTING SIDEWALK
PAVING TO REMAIN
EXISTING ASPHALT
UNIT SLAB
NEW TOW HAULAGE
ELECTRICAL SHEETS)
UNIT ELECTRICAL (SEE
EXISTING TOW HAULAGE
COUPLING LIGHT
REMOVE EXISTING
(SEE ELECTRICAL SHEETS)
NEW COUPLING LIGHT
L O
C K A
N D D
A M
G U
ID
E W
A L L R
E P
A
IR
S
AND INSTALL NEW FAIRLEAD
REMOVE EXISTING FAIRLEAD
U P
S T
R E
A M G
U
ID
E W
A L L P
L
A .0
A T
O S
T A .0
A
S T
A .0
A
M .J
S T
A .8
A
10'-0"
SAWCUT EXISTING CURB
SAWCUT EXISTING CURB
REMOVE EXISTING SIDEWALK
S-315
D1
S-315
B1
SLAB AND SIDEWALK
SAWCUT EXISTING
SLAB TO REMAIN
EXISTING CONCRETE
SIDEWALK
REMOVE EXISTING
1'-7"
WITH TOP OF WALL
GRIND EXISTING ANCHORS FLUSH
UNIT SLAB TO TOP OF LOCK WALL.
REMOVE EXISTING TOW HAULAGE
SAFETY FENCE
EXISTING
REINSTALL
REMOVE AND
LC
S-316
C4
S-315
A1
APPROACH SLAB
NEW CONCRETE
M B
A L L
A R
D
"16 130'-7
TO PERFORM WORK
HANDRAIL AS REQUIRED
REMOVE AND REINSTALL
N
REPLACE SIDEWALK
EXISTING WATER HYDRANT
ELECTRICAL WORK
TO ACCOMMODATE
NEW CONCRETE AND CURB
REMOVE ASPHALT AND PLACE
MANHOLE NO. 13
/0
/2
W E
K -1
-R -0
M R
S -1
X X
X .d g n
C H
E C
K P
O S
T
B M
A
A U
G
W E
K -1
-C -0
AS-BUILT
OF THE MONOLITHIC JOINT AT STATION 31.0B.
" UPSTREAM2
1 DOWNSTREAM FAIRLEAD IS 2'-3
JOINT AT STATION 767.0A. THE EDGE OF THE
FAIRLEAD IS 16'-6" DOWNSTREAM OF THE MONOLITHIC
". THE EDGE OF THE UPSTREAM2
1 AT A DISTANCE OF 2
10. BOTH FAIRLEADS WERE MOVED TOWARD THE LOCKWALL
HAULAGE UNIT SYSTEM)
FOR THE CUSTOMARY USE OF THE TOW
RESTRICTION PERIOD (ALL WORK REQUIRED
COMPLETED WITHIN THE NAVIGATION
FAIRLEAD, AND ELECTRICAL NEEDS TO BE
CURING. TOW HAULAGE UNIT FOUNDATION,
PERIOD AND MAY NOT REQUIRE COLD WEATHER
OUTSIDE OF THE NAVIGATION RESTRICTION
9. ALL CONCRETE SLAB WORK MAY BE COMPLETED
EXISTING SLABS ARE 6" THICK.8.
BUILDING AFTER REMOVAL.
THE GOVERNMENT AND PLACED IN THE MAINTENANCE
EXISTING FAIRLEAD SHALL BECOME PROPERTY OF 7.
FLUSH WITH TOP OF WALL AFTER REMOVAL.
CONCRETE WITH (9) 1" Ø ANCHORS. CUT ANCHORS
EXISTING UPSTREAM FAIRLEAD IS SECURED TO 6.
OMITED.5.
SHALL BE 75% OF DESIGN STRENGTH.
TIME FOR SLAB. CURE TIME FOR THE CONCRETE
CLOSURE PERIOD, INCLUDING CONCRETE CURE
OPERATIONAL PRIOR TO THE END OF CONSTRUCTION
(FAIRLEAD, ELECTRICAL, SLAB) SHALL BE
TOW HAULAGE UNIT ASSOCIATED COMPONENTS F.
NO INTERFERENCE BETWEEN THE CABLE AND FAIRLEAD.
E. ADJUST SLAB LOCATION AND ORIENTATION TO ENSURE
THROUGHOUT THE ENTIRE REEVING PROCESS.
FAIRLEAD WITHOUT ANY INTERFERENCE
DRUM. STRING LINE TO ENSURE CABLE ENTERS
LOCATION OF EACH SIDE OF THE WIRE ROPE
BOTTOM OF DRUM HEIGHT AND CORRESPONDING
ANGLE OF WIRE ROPE, SET AT THE THEORETICAL
ii. USING A STRING LINE TO SIMULATE THE FLEETING
THE THU WIRE ROPE DRUM ELEVATION.
SUBSEQUENT THU LOCATION, ESTABLISH BOTTOM OF
i. BASED ON PRELIMINARY SLAB LOCATION, AND THUS
ON THE FAIRLEAD, BY PERFORMING THE FOLLOWING.
BETWEEN THE CABLE AND THE ROPE OPENING
CABLE TO DETERMINE IF THERE IS INTERFERENCE
D. DETERMINE THE FLEET ANGLEOF THE TOW HAULAGE
DRAWINGS.
BASED ON DIMENSIONS SHOWN ON THE CONTRACT
TOW HAULAGE UNIT SLAB AND TOW HAULAGE UNIT,
C. TEMPORARILY ESTABLISH THE LOCATION OF THE NEW
NOTED ON THE FAIRLEAD ASSEMBLY.
LOCATE FAIRLEAD AT THE MINIMUM DIMENSIONS B.
UNIT, AND THE WIRE ROPE DRUM WIDTH.
LEAD ELEVATION ABOVE THE BOTTOM OF THE
DRUM. DIMENSIONS REQUIRED ARE THE LINE
A. MEASURE EXISTING DIMENSIONS OF THU WIRE ROPE
HAULAGE UNIT (THU) SHALL FOLLOW THE PROCESS BELOW:
4. IN GENERAL, INSTALLATION OF THE DOWNSTREAM TOW
3. EXISTING TOW HAULAGE UNIT SLAB IS 4'-6" x 3'-11".
EXCEED 5'-0" ON CENTER.
MONOLITH JOINTS. CONTRACTION JOINTS SHALL NOT
SIDEWALK EXPANSION JOINTS SHALL BE INCLUDED AT ALL2.
PER ANCHOR-RESIN-CONCRETE INTERFACE.
TENSILE STRENGTH FROM PULLOUT OF 6,000 LBS.
B. EPOXY ADHESIVE SHALL PROVIDE A MIN. ALLOWABLE
ALL-THREAD, 5/8 " DIA. WITH 4" MIN. EMBEDMENT.
GALVANIZED STEEL. ANCHOR RODS SHALL BE
A. ANCHOR RODS, NUTS AND WASHERS SHALL BE
CONSIST OF THE FOLLOWING:
TOTAL OF 80 ANCHORS. ADHESIVE ANCHORS SHALL
ARE 20 POSTS WITH FOUR ANCHORS PER POST, FOR A
SIDEWALK WITH (4) EPOXY ANCHORS PER POST. THERE
THE FENCE POSTS WILL BE ANCHORED TO THE NEW
1. EXISTING FENCE SHALL BE REMOVED AND REINSTALLED.
"2 12'-9
CONCRETE SIDEWALK
REMOVE AND REPLACE
CONCRETE SIDEWALK
REMOVE AND REPLACE
CONCRETE SIDEWALK
REMOVE AND REPLACE
"2 17'-7
A S -B
U x xxxx xx x x xx x x x x x x x x x x x x x x x xx x x xxxx x x xxx x
ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r
B a s in \2
L o c k D a m
Q u in c y \4
L
D
G u id e w a ll R e p a ir s \C
A D \S h e e ts \M
R S -1
X X
X .d g n
:1
:5
A
M
B E
D D
N P
P
/2
/2
S-104
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q U
IN
C Y
IL
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
E S
M .J
M A
T C
H L
IN
E
M .J
0 2' 4' 8'SCALE : 1/4"=1'-0"
S T
A .0
B
S T
A .0
B
STRUCTURAL SHEET NOTES
EXISTING SAFETY FENCE
REMOVE AND REINSTALL
PAVING TO REMAIN
EXISTING CONCRETE
UNIT SLAB
NEW TOW HAULAGE
4'- 7"
'-9
FENCE
EXISTING
ELECTRICAL SHEETS)
UNIT ELECTRICAL (SEE
EXISTING TOW HAULAGE
COUPLING LIGHT
EXISTING
UNIT SHELTER
EXISTING TOW HAULAGE
REMOVE AND REINSTALL
1'- 7"
S T
A .5
B
S T
A .3
B
PAVING TO REMAIN
EXISTING CONCRETE
L O
C K A
N D D
A M
G U
ID
E W
A L L R
E P
A
IR
S
S T
A .0
A T
O S
T A .0
B
D O
W N
S T
R E
A M G
U
ID
E W
A L L P
L A
N
AND INSTALL NEW FAIRLEAD
REMOVE EXISTING FAIRLEAD
S-
5A1
M .J
S T
A .0
A
S T
A .0
P
IN
T L E
L A
D D
E R
LCLCLC
M B
A L L
A
/0
/2
W E
K -1
-R -0
M R
S -1
X X
X .d g nW E
K -1
-C -0
AS-BUILT
E X
IS
T C
H E
C K
P O
S T
BUILDING AFTER REMOVAL.
THE GOVERNMENT AND PLACED IN THE MAINTENANCE
EXISTING FAIRLEAD SHALL BECOME PROPERTY OF 7.
FLUSH WITH TOP OF WALL AFTER REMOVAL.
CONCRETE WITH (9) 1" Ø ANCHORS. CUT ANCHORS
EXISTING DOWNSTREAM FAIRLEAD IS SECURED TO 6.
OMITED.5.
SHALL BE 75% OF DESIGN STRENGTH.
TIME FOR SLAB. CURE TIME FOR THE CONCRETE
CLOSURE PERIOD, INCLUDING CONCRETE CURE
OPERATIONAL PRIOR TO THE END OF CONSTRUCTION
(FAIRLEAD, ELECTRICAL, SLAB) SHALL BE
TOW HAULAGE UNIT ASSOCIATED COMPONENTS F.
NO INTERFERENCE BETWEEN THE CABLE AND FAIRLEAD.
E. ADJUST SLAB LOCATION AND ORIENTATION TO ENSURE
THROUGHOUT THE ENTIRE REEVING PROCESS.
FAIRLEAD WITHOUT ANY INTERFERENCE
DRUM. STRING LINE TO ENSURE CABLE ENTERS
LOCATION OF EACH SIDE OF THE WIRE ROPE
BOTTOM OF DRUM HEIGHT AND CORRESPONDING
ANGLE OF WIRE ROPE, SET AT THE THEORETICAL
ii. USING A STRING LINE TO SIMULATE THE FLEETING
THE THU WIRE ROPE DRUM ELEVATION.
SUBSEQUENT THU LOCATION, ESTABLISH BOTTOM OF
i. BASED ON PRELIMINARY SLAB LOCATION, AND THUS
ON THE FAIRLEAD, BY PERFORMING THE FOLLOWING.
BETWEEN THE CABLE AND THE ROPE OPENING
CABLE TO DETERMINE IF THERE IS INTERFERENCE
D. DETERMINE THE FLEET ANGLEOF THE TOW HAULAGE
DRAWINGS.
BASED ON DIMENSIONS SHOWN ON THE CONTRACT
TOW HAULAGE UNIT SLAB AND TOW HAULAGE UNIT,
C. TEMPORARILY ESTABLISH THE LOCATION OF THE NEW
NOTED ON THE FAIRLEAD ASSEMBLY.
LOCATE FAIRLEAD AT THE MINIMUM DIMENSIONS B.
UNIT, AND THE WIRE ROPE DRUM WIDTH.
LEAD ELEVATION ABOVE THE BOTTOM OF THE
DRUM. DIMENSIONS REQUIRED ARE THE LINE
A. MEASURE EXISTING DIMENSIONS OF THU WIRE ROPE
HAULAGE UNIT SHALL (THU) FOLLOW THE PROCESS BELOW:
4. IN GENERAL, INSTALLATION OF THE DOWNSTREAM TOW
3. EXISTING TOW HAULAGE UNIT SLAB IS 5'-6" x 3'-4".
EXCEED 5'-0" ON CENTER.
MONOLITH JOINTS. CONTRACTION JOINTS SHALL NOT
SIDEWALK EXPANSION JOINTS SHALL BE INCLUDED AT ALL2.
PER ANCHOR-RESIN-CONCRETE INTERFACE.
TENSILE STRENGTH FROM PULLOUT OF 6,000 LBS.
B. EPOXY ADHESIVE SHALL PROVIDE A MIN. ALLOWABLE
ALL-THREAD, 5/8 " DIA. WITH 4" MIN. EMBEDMENT.
GALVANIZED STEEL. ANCHOR RODS SHALL BE
A. ANCHOR RODS, NUTS AND WASHERS SHALL BE
CONSIST OF THE FOLLOWING:
TOTAL OF 80 ANCHORS. ADHESIVE ANCHORS SHALL
ARE 20 POSTS WITH FOUR ANCHORS PER POST, FOR A
SIDEWALK WITH (4) EPOXY ANCHORS PER POST. THERE
THE FENCE POSTS WILL BE ANCHORED TO THE NEW
1. EXISTING FENCE SHALL BE REMOVED AND REINSTALLED.
A S -B
U
S-501-A4
S-501-C4
S-501-A3
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r
B a s in \2
L o c k D a m
Q u in c y \4
L
D
G u id e w a ll R e p a ir s \C
A D \S h e e ts \M
R S -2
X X
X .d g n
:3
:2
P
M
B E
D D
N P
P
/2
/2
.S
S-201
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q U
IN
C Y
IL
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
E S
U P
S T
R E
A M G
U
ID
E W
A L L
L O
C K A
N D D
A M
G U
ID
E W
A L L R
E P
A
IR
S
SCALE : 3/8"=1'-0" 0 2' 4' 6'
CRIB
EL. 459.5
EL. 483.5
S-301
A1
S-301
A4
6" SAWCUT
S T
A .0
A
S T
A .4
A
LC
N E
W C
H E
C K
P O
S T
S T
A .5
A
LC
E X
IS
T
IN
G L
A D
D
A L L
A
E
V A
T
IO
N S
EL. VARIES
UPPER POOL
/0
/2
W E
K -1
-R -0
M R
S -2
X X
X .d g n
EL. 461.5
B M
A
A U
G
AS-BUILT
W E
K -1
-C -0
ELEVATION - MONOLITH NO. 1 - CHAMBER FACE
-B
U
1'-0"
1'-6"
COFFERDAM
EDGE OF
")2
1LINE (4
GROOVE
CONCRETE
OF PLATE WASHER
" 4
1 ONE ON EACH SIDE OF
" COIL ROD WITH 2 NUTS, 4
3=
CONCRETE WITH NO ARMOR
= CONCRETE REMOVAL, REPOUR
BULL NOSE TO EXISTING CONC.
STEEL PLATE AT ANGLE FROM
COVERED WITH 1" THICK A-36
= CONCRETE REMOVAL 9" DEEP,
= WALL ARMOR
A
CONCRETE
EXISTING
STEEL
BULL NOSE
CONNECTION
WELD
LIMIT
DEMO.
SEAL
COFFERDAM
HOLDING IN
ANGLE IRON
LIMIT
DEMO.
STEEL PLATE
1" THICK A-36
STEEL PLATE ARMOR
AND PLUG WELDED TO NEW
INTO EXISTING CONCRETE
" COIL ROD EPOXIED 12"4
OF PLATE WASHER
" 4
1EACH SIDE OF
2 NUTS, ONE ON
" COIL ROD WITH4
SCALE : NTS
SCALE : NTS
SECTION
A4
ELEVATION - SECTION
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r
B a s in \2
L o c k D a m
Q u in c y \4
L
D
G u id e w a ll R e p a ir s \C
A D \S h e e ts \M
R S -3
X X
X .d g n
:0
:2
P
M
B E
D D
N P
P
/2
/2
S-301
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q U
IN
C Y
IL
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
E S
S E
C T
IO
N S
U P
S T
R E
A M G
U
ID
E W
A L L
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
LIMIT
REMOVAL
CONCRETE
R '-6
"4 32'-2
FLOW
S T
A .5
A
S T
A .0
A
6" SAWCUT
1' -6 (T
Y P
#6 ANCHORS @ 2'-0" E.W.
L O
C K A
N D D
A M
G U
ID
E W
A L L R
E P
A
IR
S
A4
-3 02A
NEW CONCRETE
ORIGINAL
FLOW
S T
A .5
A
6" SAWCUT
#6B ANCHORS @ 2'-0" E.W.
S -3
A
S T
A .0
A
R '-6
"4
S T
A .0
A
N E
W C
H E
C K
P O
S T
LC
3" (T
Y P
(T
Y P
WALL ARMOR
EXISTING
WALL ARMOR
EXISTING
1'-0"
(10) #6 ANCHORS
M B
A L L
A
/0
/2
W E
K -1
-R -0
M R
S -3
X X
X .d g n
16'
18'
28'
30'
30'
TO BE AT
(EL. 483.5) THAT THE RIVER BOTTOM IS ASSUMED
SHOWN IS THE DISTANCE BELOW THE TOP OF WALL
REPRESENTS SOUNDINGS TAKEN ON 2016-06-24. VALUE
B M
A
A U
G
W E
K -1
-C -0
AS-BUILT
A S -B
U
6" SAWCUT
MATCH EXISTING
INSTALLED TO
WALL ARMOR
MATCH EXISTING
INSTALLED TO
WALL ARMOR
6" SAWCUT
ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
S-501-C4
S-501-A3
S-501-A4
S-502-C1
ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r
B a s in \2
L o c k D a m
Q u in c y \4
L
D
G u id e w a ll R e p a ir s \C
A D \S h e e ts \M
R S -3
X X
X .d g n
:2
:3
P
M
B E
D D
N P
P
/2
/2
S-302
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q U
IN
C Y
IL
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
E S
S E
C T
IO
N S
U P
S T
R E
A M G
U
ID
E W
A L L
EL. 483.5
L O
C K A
N D D
A M
G U
ID
E W
A L L R
E P
A
IR
S
SCALE : 3/4"=1'-0" 0 1' 2' 3'A1
SCALE : 3/4"=1'-0" 0 1' 2' 3'A4
EL. 483.5
EL. 462.5
EL. 459.5
EL. 462.5
#6B @ 2'-0" (TYP)
EL. 459.5
VARIES
5'-0"
#6B AT 2'-0" E.W. (TYP)
#6B AT 2'-0" E.W. (TYP)
(10) #6 ANCHORS
6" SAWCUT
EL. 461.5EL. 461.5
M B
A L L
A
17"
TO PERFORM WORK
HANDRAIL AS REQUIRED
REMOVE AND REINSTALL
TO PERFORM WORK
HANDRAIL AS REQUIRED
REMOVE AND REINSTALL
17"
C HANDRAILL
C HANDRAILL
EL. VARIES
UPPER POOL
EL. VARIES
UPPER POOL
AS-BUILT
/0
/2
W E
K -1
-R -0
W E
K -1
-C -0
M R
S -3
X X
X .d g n
A U
G
B M
A A
S -B
U
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r
B a s in \2
L o c k D a m
Q u in c y \4
L
D
G u id e w a ll R e p a ir s \C
A D \S h e e ts \M
R S -3
X X
X .d g n
:0
:1
A
M
B E
D D
N P
P
/2
/2
O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B M
A
A S S
H O
W N
G L
W
B
J
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
B1
SECTION
D1
SECTION
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
TOW HAULAGE SLAB NOTES
C O
V E
R
EMBED 6" IN EPOXY GROUT
18" LONG #4 SMOOTH BAR @ 24" O.C.
EXISTING LOCKWALL
PLACING SIDEWALK
GREASE BAR PRIOR TO
CONTRACTION JOINT TYP.
GRANULAR BASE
4" COMPACTED
"2
JOINT SEALANT
EXISTING LOCKWALL
NEW TOW HAULAGE UNIT SLAB
#6 @ 12" E.W.
EMBED 18" IN EPOXY GROUT
#6B ANCHORS @ 2'-0" E.W.
EMBED 6" IN EPOXY GROUT
18" LONG #4 SMOOTH BAR @ 24" O.C.
/0
/2
TO PLACING SIDEWALK
GREASE BAR PRIOR
GRANULAR BASE
4" COMPACTED
#4 @ 2'-0"
S-315
EXPANSION JOINT, FILL CHAMFERED AREA WITH SEALANT
JOINT
EXPANSION
Q
IN
C Y
IL
L O
C K A
N D D
A M
G U
ID
E W
A L L R
E P
A
IR
S
NEW SLAB
NEW SLAB
APPROX. 30'
5'-0" MAX. (TYP)
EXISTING SLAB
BEHIND NEW SLAB
BACKFILL AND RESEED
BEHIND NEW SLAB
BACKFILL AND RESEED
VARIES
EMBED 6" IN EPOXY GROUT
18" LONG #4 SMOOTH BAR @ 24" O.C.
PLACING SIDEWALK
GREASE BAR PRIOR TO
C O
V E
R
COUPLING. SEE NOTE 4
THREADED ROD AND
M B
A L L
A
W E
K -1
-R -0
W E
K -1
-C -0
M R
S -3
X X
X .d g
AS-BUILT
W H
A U
L A
G E U
N
IT
S E
C T
IO
N S
M
IN
10"
" CHAMFER4
FOR DIMENSIONS AND DETAILS.
THE LOCK WALL SLOPES. SEE ATTACHED DRAWINGS
" MINIMUM DIMENSION IS BECAUSE THE TOP OF2
16. THE 5
OF THE THU.
" CHAMFER IS EVEN WITH OUTSIDE EDGE4
35. THETOP
AND THERE ARE SIX ANCHORS.
CONTRACTOR SHALL ASSUME ANCHORS ARE 1" DIAMETER
BE ASTM A325, CARBON STEEL. FOR BIDDING PURPOSES,
CONFORMING TO ASTM F594. THREADED RODS SHALL
COUPLER NUTS SHALL BE HEAVY HEX STAINLESS STEEL
SHALL BE COATED WITH ANTI-SIEZE COMPOUND AND
DOCUMENTED. THREADED ROD/COUPLER THREADS
EXISTING TOW HAULAGE BOLTS, AND SHALL BE
NUTS SHALL BE IDENTICAL TO THE LOCATIONS OF THE
TOW HAULAGE SLAB. THE LOCATIONS OF THE COUPLER
BE FLUSH WITH THE FINISHED SURFACE OF THE NEW
THE LOCKWALL AND SHALL INSTALL COUPLER NUTS TO
INSTALL THREADED ANCHORS 1'-6" BELOW THE TOP OF
NEW TOW HAULAGE SLAB, THE CONTRACTOR SHALL
ANCHORS/COUPLERS. PRIOR TO PLACEMENT OF THE
THE TOW HAULAGE UNIT FOR THE NEW THREADED
THE LOCATIONS AND DIMENSIONS OF BOLTS SECURING
4. THE CONTRACTOR SHALL FIELD MEASURE AND MATCH
AT CONCRETE REMOVAL LINE.
3. CUT OFF EXISTING TOW HAULAGE SLAB ANCHORS
ANCHORS IN SLAB TO AVOID THESE ANCHORS.
ANCHOR LOCATIONS AND PLACE REINFORCING AND
2. CONTRACTOR SHALL FIELD VERIFY TOW HAULAGE
HAULAGE UNIT SLAB.
EXISTING TOW HAULAGE UNIT ON NEW TOW
1. CONTRACTOR SHALL REMOVE AND REINSTALL
A U
G
B M
A A
S -B
U
IL
T
OF NEW SLAB
SLAB BEYOND LIMITS
REMOVE EXISTING
OF…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .