A22 - PLANS - AMEND 0001.pdf
PDF 5 MB Posted
- Solicitation number
- W912EK23R0003
About this file
This solicitation package includes plans and specifications for a federal construction project at Lock and Dam 17 on the Mississippi River in Mercer County, Illinois. The project involves replacing the upper guidewall and installing a new sheet pile transition wall. Key details include a solicitation number of W912EK23R0003, an estimated value between $1,000,000 and $5,000,000, and a completion time of 425 days. The solicitation is for a lowest price technically acceptable contract to be awarded by the US Army Corps of Engineers, Rock Island District. The required work includes replacing checkposts, installing a new traveling rail and base plates, replacing concrete surfaces, and other repairs as indicated on the plans.
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
S H
E E
T P
IL
E
T R
A N
S
IT
IO
N
W A
L L
M E
R C
E R
IL
L
IN
O
IS
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
/0
/1
R
N
IC
K E
L
G E
N D
A N
D G
E N
E R
A L
N O
T E
S
G-002
J W
IS
O
C K
I
J F
L E
IS
C
H M
M
N D
A D
D E
D G
E N
E R
A L
N O
T E
B
M
R L
D
M F
IT
Z
G E
R A
D
W
E K
R
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
®of Engineers
US Army Corps
R O
C K
I S
L A
N D
D
IS
T R
IC
T
R O
C K
I S
L A
N D
IL
L
IN
O
IS
S p e c if ic W o rk
\B
M
R L
D
\B
M
R L
D -C
A D
S
H E
E T
-2 -0
-0
-G
-0 .d g n
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:0
:3
P
M
/3 /2
BM
FLOW
DEMOLITION
STAGING AREA
POOL ELEVATION
US HIGHWAY
STATE HIGHWAY
INTERSTATE HIGHWAY
RIVER MILE
SEPTIC TANK
CATCH BASIN
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
UTILITY MANHOLE
LIGHT POLE
RIVER GAUGE
PLAN NORTH INDICATOR WITH TRUE NORTH ARROW
FLOW ARROW
LEVEE
EXISTING GROUND
EASEMENT LINE
PROPERTY LINE
CONSTRUCTION WORK LIMITS
ACCESS ROUTE
GUARD RAIL
UNDERGROUND AIR
UNDERGROUND COMMUNICATIONS
STORM DRAIN
UNDERGROUND CONDUIT
UNDERGROUND ELECTRIC
FENCE LINE
SURVEY CONTROL POINT
BORING LOCATION
BENCHMARK
LEGEND
CONVERT FROM NAVD88 TO MSL1912 ADD 0.70'.
ALL ELEVATIONS SHOWN ARE IN NAVD88. RIVERGAGES ARE IN MSL1912. TO 10.
CONTRACTOR IS TO BE REPAIRED AT THE CONTRACTORS EXPENSE.
COMPLETION OF REQUIRED WORK. ANY DAMAGE TO THE FACILITY BY THE
SITE IS TO BE RESTORED TO PRE-CONSTRUCTION CONDITIONS UPON THE 9.
CONTRACTORS EXPENSE.
NOT SPECIFICALLY IDENTIFIED FOR REPLACEMENT WILL BE DONE AT THE
IS MAINTAINED. REMOVAL AND REINSTALLATION OF FENCING AND HANDRAILS
DURING CONSTRUCTION PROVIDED SAFETY AND SECURITY OF THE FACILITY
SECURITY FENCING AND HANDRAILS IN WORK AREAS MAY BE REMOVED 8.
TO COMPLETING ANY OTHER INDICATED WORK ON THE TRANSITION WALL.
REMOVED AND DISPOSED OF AS INDICATED IN THE SPECIFICATIONS PRIOR
LEAD PAINT IS PRESENT ON THE TRANSITION WALL. LEAD PAINT IS TO BE 7.
ACCORDANCE WITH SPECIFICATION SECTION 01 57 19.
SOILS TO BE REMOVED OR BROUGHT ON SITE ARE TO BE TESTED IN 6.
DEPTH PRIOR TO REMOVAL.
EXISTING SIDEWALKS AND SLABS TO BE REMOVED ARE TO BE SAWCUT FULL 5.
VERIFIED PRIOR TO THE START OF THE REQUIRED PROJECT WORK.
INDICATED. LOCATIONS NOTED ARE APPROXIMATE AND ARE TO BE FIELD
THE EXISTING LOCK AND DAM SITE FEATURES AND UTILITIES ARE AS 4.
AND DAM SITE DURING THE DURATION OF THE PROJECT.
MAINTAIN THE PRE-CONSTRUCTION LEVEL OF SITE SECURITY FOR THE LOCK 3.
THE RIVER WILL BE COMPLETED DURING THE SCHEDULED WINTER CLOSURE.
ALL FEATURES OF WORK THAT MUST BE CONSTRUCTED FROM A BARGE ON 2.
REQUIRED TO CONSTRUCT THE FEATURES OF WORK AS SHOWN.
PLACE ABOVE THE WATER SURFACE ELEVATION. A COFFERBOX WILL NOT BE
ALL WORK ON THE UPPER GUIDE WALL AND TRANSITION WALL WILL TAKE 1.
GENERAL NOTES
NORTH
PLAN
U
D
S
CB
ST
S I
D
S O
L
IC
IT
A
T
IO
N
S H
E E
T P
IL
E
T R
A N
S
IT
IO
N
W A
L L
M E
R C
E R
IL
L
IN
O
IS
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
/0
S
K
ID
M O
S U
R V
E Y
C O
N T
R O
L
P L
A N
V-101
E
S E
L F
E
B S
K
ID
M O
N D
C
O R
R E
C T
E D
D A
T U
M N
A
M
R L
D
M F
IT
Z
G E
R A
D
W
E K
R
A1
SCALE: 1"=200'
SURVEY CONTROL PLAN
EISENBRAUN PIN549.862051646.6571649453.80122-242-799
L4 BRASS PLUG547.132051508.1601649439.50622241106
USACE DISK ON 5/8" REBAR STAMPED "TEMP2" 552.722051590.9191649791.79622-241-103
DESCRIPTIONNAVD88 ELEVATIONEASTINGNORTHINGPOINT NAME
SURVEY CONTROL POINTS
22241106
22-241-103
22-242-799
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
®of Engineers
US Army Corps
R O
C K
I S
L A
N D
D
IS
T R
IC
T
R O
C K
I S
L A
N D
IL
L
IN
FIELD BOOK FC-22-23.
NAVD88 GEOID 18 US SURVEY FEET
NAD83 (2011)
US STATE PLANE ILLINOIS WEST - 1202
PROJECT DATUMS:2.
CONTROL SURVEY COMPLETED AUGUST 30, 20221.
GENERAL NOTES
RM 437
COUNTY
MERCER
FLOW
MISSISSIPPI RIVER
ILLINOIS
LOCK AND DAM 17
400'0 200'
NORTH
PLAN
TR
U E N
NO750.020
YES800.018
824.5YES825.017
850.5YES850.016
873.5YES874.016
YES900.015
YES950.013
1000.5YES1000.011
1047.5YES1050.010
YES1100.08
1150.5YES1150.06
YES1200.05
YES1250.03
1300.5YES1300.01
NO1330.51
STATION
NEW
CHECKPOST
INSTALL NEW
STATION
EXISTING
CHECKPOST SCHEDULE
NUMBER
MONOLITH
GUIDEWALL
UPSTREAM
A N
S I
D
S O
L
IC
IT
A
T
IO
N
S H
E E
T P
IL
E
T R
A N
S
IT
IO
N
W A
L L
M E
R C
E R
IL
L
IN
O
IS
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
/0
J O
N
C H
E C
K P
O S
T
S E
C T
IO
N
S
S-301
T
L E
E C
H
C C
L E
M E
N T
S
M A
R
N D
U P
D A
T E
D G
E N
E R
A L
S H
E E
T N
O T
M
R L
D
B
C O
C K
E R
IL
L
OPTA
W
E K
R
H1
SCALE: 1" = 1'-0"
TYPICAL SECTION - CHECKPOST
TYP OF 3
#10 x 4'-4"
5'-0"
1'-11"
8" 1'-2" 1'-3"
B A
N C
H O
R S
NEW WALKWAY
6" 7"
ADJACENT TO MONOLITH JOINTS
(OMIT BARS AT CHECKPOST
#6 EMBEDED 6" IN EPOXY GROUT
#6
#6
ADJACENT TO MONOLITH JOINTS
(OMIT BARS AT CHECKPOST
#6 EMBEDED 6" IN EPOXY GROUT
TYPICAL OF 3
VERTICALLY
#6 EVENLY SPACED
TYP OF 3
#10
(TYP OF 20)
#8B ANCHORS
IN EPOXY GROUT
EMBEDDED 20"
#8 ANCHORS
NEW KEVEL RAIL
VERTICALLY TYP OF 3
#6 EVENLY SPACED
10"
A1
SCALE:1"=1'-0"
TYPICAL SECTION - CHECKPOST REPLACEMENT WITH NEW STEEL WALKWAY
A11
SCALE: 1"=1'-0"
CHECKPOST WITH SIDEWALK MONOLITH 1
G11
SCALE: 1"=1'-0"
CHECKPOST WITH SIDEWALK MONOLITH 18
TYPICAL OF 3
VERTICALLY
#6 EVENLY SPACED
TYP OF 3
#10
TYP OF 3
VERTICALLY
#6 EVENLY SPACED
IN EPOXY GROUT
EMBEDDED 20"
#8 ANCHORS
NEW KEVEL RAIL
VERTICALLY TYP OF 3
#6 EVENLY SPACED
10"
5'-0"
1'-11"
TYPICAL OF 3
VERTICALLY
#6 EVENLY SPACED
TYP OF 3
#10
IN EPOXY GROUT
EMBEDDED 20"
#8 ANCHORS
NEW KEVEL RAIL
VERTICALLY TYP OF 3
#6 EVENLY SPACED
10"
AGGREGATE BASE
COMPACTED NEW
SIDEWALK
NEW CONCRETE
SIDEWALK
NEW CONCRETE
AGGREGATE BASE
COMPACTED NEW
1'-11"
6'-0" 5'-0"
3'-3"
2'-6"
DETAIL A11
SEE SHEET S-502
CONTRACTION JOINT
DETAIL A11
SEE SHEET S-502
CONTRACTION JOINT
TYP OF 3
VERTICALLY
#6 EVENLY SPACED
TYP OF 3
VERTICALLY
#6 EVENLY SPACED
ON OPTA S-104 A1
CENTERED AS SHOWN
2'-0" #4 TIE BAR
ON S-102 K1
CENTERED AS SHOWN
2'-6" #4 TIE BAR
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
®of Engineers
US Army Corps
R O
C K
I S
L A
N D
D
IS
T R
IC
T
R O
C K
I S
L A
N D
IL
L
IN
CONCRETE IN CHECKPOST REMOVAL AREAS.
BASE PLATE THREADED ANCHORS SHALL BE A MINIMUM OF 1'-0" EMBEDED IN 4.
PROVIDE 3" CLEAR COVER FOR ALL REINFORCEMENT, UNO.3.
CONSTRUCTION CLOSURE PERIOD.
CONCRETE STRENGTH AT CHECKPOSTS SHALL BE 4500 PSI PRIOR TO END OF 2.
PLACEMENT. SEE SPECIFICATION SECTION 03 31 00
CHECKPOSTS SHALL BE FILLED WITH NON-SHRINK GROUT AFTER CONCRETE 1.
GENERAL SHEET NOTES
0 1' 2'6"
EL 544.3
EL 547.3
S-502-A10
S-502-J10
0 1' 2'6"
EL 544.3
EL 547.3
S-502-A10
S-502-J10
EL 544.3
EL 547.3
S-502-A10
S-502-J10
NEW CONCRETE
NEW GROUT
NEW AGGREGATE BASE
LEGEND
0 1' 2'6"
0 1' 2'6"
S-502-A14
S-502-A14
S-502-J14
S-502-J14
S-502-J14
S-502-A14
S-502-A14
S-502-A14
S-301
H1
S-301
H1
S-301
H1
S-303
S I
D
S O
L
IC
IT
A
T
IO
N
S H
E E
T P
IL
E
T R
A N
S
IT
IO
N
W A
L L
M E
R C
E R
IL
L
IN
O
IS
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
/0
J O
N
U P
S T
R E
A M
G U
ID
E
W A
L L
S E
C T
IO
N
S
S-302
T
L E
E C
H
C C
L E
M E
N T
S
M A
R
N D
U P
D A
T E
D T
Y P
IC
A
L S
E C
T
IO
N G
M
R L
D
B
C O
C K
E R
IL
L
OPTA
W
E K
R
TYPICAL SECTION - SIDEWALK & MONOLITH 18 RESURFACING
SCALE: 1"=1'-0"
G14
10"
AGGREGATE BASE
COMPACTED NEW
5'-0"2'-6"
SIDEWALK
NEW CONCRETE AND BASE PLATES
NEW KEVEL RAIL
CONTRACTION JOINT
SHEETS.
CONDUIT. SEE ELECTRICAL
ABANDONED ELECTRICAL
AFTER CONCRETE PLACEMENT
AND FRAME AND PAINT ENTIRELY
REPLACE MANHOLE COVER
ISOLATION JOINT
ISOLATION JOINT
ARMOR
NEW CORNER
AND BASE PLATES
NEW KEVEL RAIL
REMAIN INTACT.
STRAP IS TO
DO NOT SAW CUT.
OPTA S-104 DETAIL A1
LOCATIONS ON SHEET
CENTERED AT THE
2'-0" #4 TIE BAR
G9
SECTION - CONDUIT LOCATION
1'-6"
5'-0"
STA 767.0
MJ
2'-9" 9"
CONDUIT
TEMPERATURE SENSOR
SECTION - TEMP SENSOR LOCATION AT GAGE WELL
M7
LENGTH VARIES
MIN 3"
CONDUIT
TEMPERATURE SENSOR
ANCHOR THREADED 1"
A9
SCALE: 3"=1'-0"
PLATE AND LADDER ANCHORS
3/4 "
MIN
2 3/4 "
PLATE TO REMAIN
EXISTING 3/8"
CONDUIT
TEMPERATURE SENSOR
ASTM A325 GALVANIZED12S-111-X1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
LENGTH VARIES
CONDUIT
TEMPERATURE SENSOR
SECTION - TEMPERATURE SENSOR CONDUIT MONOLITH 19
CONTRACTION JOINT
LADDER
TO REMAIN
EXISTING 3/8" PLATE
5'-0"
1'-9"10"
1'-0" 8
G1
SCALE: 1"=1'-0"
SECTION - RAIL GROUNDING CONDUIT MONOLITH 19
4"
10"
1'-5"
5'-0"
LENGTH VARIES 3
/2
CONTRACTION JOINT
1'-9"10"
1'-0"
2'-0"
2'-7"
2'-9"
2'-0"
5'-0"
10'-0"
SECTION - CONCRETE REPLACEMENT AT GAGE WELL
SCALE: 3/4" = 1'-0"
A14
SECTION - CONDUIT LOCATION
SCALE: 1" = 1'-0"
M1
GALVANIZED BOLTS (CRES) (TYP)
NEW COUPLER NUT FOR
IN PLATE TO REMAIN
EXISTING WALL ARMOR
AND BASE PLATES
NEW KEVEL RAIL
TO PLACING CONCRETE.
PLUG CONDUITS PRIOR
REINSTALL GAGEWELL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
®of Engineers
US Army Corps
R O
C K
I S
L A
N D
D
IS
T R
IC
T
R O
C K
I S
L A
N D
IL
L
IN
EL 547.3
0 1' 2'6"
NEW CONCRETE
NEW AGGREGATE BASE
LEGEND
EL 547.3
EL 546.0
EL 546.8
0 1' 2'6"
0 1' 2'6"
EL 545.8
EL 547.3
EL 547.3
EL 546.0
EL 547.3
6"0 3" 1'
EL 545.8
WELDED TO 3/8" PLATE (TYP)
NEW 3/4" DIAMETER x 8" STUD
0 1' 2'6"
EL 545.8
EL 547.3
EPOXY GROUT
EMBED 12" IN
3'-0" #6B BAR
3/8" PLATE (TYP)
STUD WELDED TO
0 1' 2'6"
EL 545.8
EL 547.3
REINSTALL CORNER ARMOR
EPOXY GROUT
EMBED 12" IN
3'-0" #6B BAR
EXISTING CONCRETE
SOIL
2'0 1' 4'
0 1' 2'6"
SHEET KEYNOTES
CONCRETE UNLESS OTHERWISE NOTED.
BASE PLATE THREADED ANCHORS SHALL BE A MINIMUM OF 1'-0" EMBEDED IN 2.
BUSHINGS ON EACH END.
1.
S302
A9
S I
D
S O
L
IC
IT
A
T
IO
N
S H
E E
T P
IL
E
T R
A N
S
IT
IO
N
W A
L L
M E
R C
E R
IL
L
IN
O
IS
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
/0
J O
N
K
V E
L R
A
IL
A N
D B
A S
E P
L A
T E
S E
C T
IO
N
S-303
T
L E
E C
H
C C
L E
M E
N T
S
M A
R
N D
A D
D E
D G
E N
E R
A L
S H
E E
T N
O T
E
M
R L
D
B
C O
C K
E R
IL
L
OPTA
W
E K
R
SCALE: 6" = 1'-0"
SECTION - KEVEL RAIL AND BASE PLATE
H1
SCALE: 6" = 1'-0"
ASSEMBLY - KEVEL RAIL AND BASE PLATE
NOMINAL 10"
PRIOR TO RAIL/CLIP INSTALLATION
AT RAIL TO BASE PLATE INTERFACES
APPLY ANTI-SIEZE COMPOUND
S-501-A7
FOR CONNECTION TO
DRILL AND TAP RAIL
PRIOR TO RAIL/CLIP INSTALLATION
AT RAIL TO BASE PLATE INTERFACES
APPLY ANTI-SIEZE COMPOUND
THREADS PRIOR TO INSTALLATION
APPLY ANTI-SIEZE COMPOUND TO
HEX SOCKET SCREW
Ø 7/8" COUNTERSUNK HEAD
ON NEW RAIL
REQUIRED TO ALLOW BEARING
GRIND BOTTOM OF S-501-H1 AS
AND CORNER ARMOR
FACE OF LOCK WALL
CORNER ARMOR
EXISTING
NOMINAL 10"
B D
A
C
SURVEY BEST FIT REFERENCE LINE
CHAMFER FACE OF ARMORRAIL PLATE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
®of Engineers
US Army Corps
R O
C K
I S
L A
N D
D
IS
T R
IC
T
R O
C K
I S
L A
N D
IL
L
IN
EL 547.3
S-501-H1
3"0 6"1-1/2"
S-501-H5
3"0 6"1-1/2"
S-501-X1
S-501-A1
RAIL
L KEVELC
L RAILC
S-501-X4
NOTE: PART NUMBERS REFER TO THE OPTA PLAN SET.
NOTE: PART NUMBERS REFER TO THE OPTA PLAN SET.
S-501-H9
S-501-X5
S-501-A7
S-501-X6
S-501-A1
S-501-X4
S-501-H14
5/16
70 KSI
ELECTRODE
SEE NOTE 9
SET BACK OF BASE PLATES ALONG THIS LINE. 15.
DONE IN CONJUNCTION WITH LINE 2
ESTABLISH LINE 3, PARALLEL TO THE REFERENCE LINE ALONG THE ENTIRE LENGTH OF THE GUIDE WALL. THIS COULD BE 14.
PLACE CHECKPOSTS. VERIFY DIMENSION D MEETS MINIMUM REQUIREMENTS PRIOR TO PLACING CHECKPOSTS.13.
CENTERLINE OF THE CHECKPOSTS
AT EACH CHECKPOST LOCATION, MEASURE DISTANCE B FROM THE REFERENCE LINE (LINE 1) TO ESTABLISH THE 12.
AND THE DIMENSION FROM THE BACK OF THE RAIL PLATE TO THE CENTERLINE OF THE RAIL
DETERMINE DISTANCE B FROM THE REFERENCE LINE TO THE CENTERLINE OF THE CHECKPOSTS BASED ON DIMENSION C 11.
RAIL TO ALLOW BITT TO PASS CHECKPOSTS (DIMENSION D). MINIMUM OF 1'-1".
DETERMINE THE CLEARANCE REQUIRED BETWEEN THE CHECKPOST CENTERLINE AND THE CENTERLINE OF THE KEVEL 10.
PLACE ALL PLATES ALONG THE WALL.
ESTABLISH DISTANCE C BASED ON THE BASE PLATE SET AT THE NARROWEST LOCATION. THIS DIMENSION IS USED TO 9.
PLATE
IF PLATES COVER ARMOR SUFFICIENT TO WELD TO ARMOR, LOCATION Y IS SATISFACTORY FOR THE CONTROLLING RAIL 8.
2), TO VERIFY THE REMAINING BASE PLATES WILL CONTACT THE ARMOR FOR WELDING
ESTABLISH A LINE ALONG THE ENTIRE LENGTH OF THE WALL, PARALLEL TO THE REFERENCE LINE (LINE 1) AT POINT Y (LINE 7.
MARK THE CHAMBER SIDE FACE OF THE RAIL PLATE ON THE ARMOR AS ANNOTATED AT POINT Y6.
OTHER RAIL PLATES.
THIS WILL ESTABLISH THE LOCATION OF THE CONTROLLING RAIL PLATE AT THE NARROWEST POINT AND WILL DRIVE ALL
SET THE THEORETICAL CENTERLINE OF THE RAIL 10”FROM THE FACE OF THE ARMOR. (THIS CAN BE MEASURED BY TAPE). 5.
ALONG THE ENTIRE LENGTH OF WALL. DISTANCE A.
DETERMINE THE NARROWEST DISTANCE BETWEEN THE REFERENCE LINE (LINE 1) AND THE EXISTING CORNER ARMOR 4.
ESTABLISH THIS LINE TO PULL DIMENSIONS FROM.
SET PKS AT END POINTS AS WELL AS OTHER AREAS THAT WILL NOT GET DISTURBED. OR SOME OTHER MEANS TO 3.
ESTABLISH THE BEST FIT LINE ALONG THE UPSTREAM GUIDEWALL (LINE 1), LABELED AS THE REFERENCE LINE.2.
AS PART OF THE RAIL INSTALLATION PROCEDURE REQUIRE IN THE SPECIFICATIONS.
THE FOLLOWING RAIL INSTALLATION SEQUENCE IS ONLY A SUGGESTION. DEVELOP AND SUBMIT A PROPOSED PROCEDURE 1.
SUGGESTED RAIL INSTALLATION SEQUENCE
SHEET KEYNOTES
TOLERANCES".
EXPANSION AND CONTRACTION OF THE RAIL FOR THE MAXIMUM RAIL SECTION PER AREMA TABLE 2.4 "SECTION PROVIDE RUNNING CLEARANCE OF 0.005" MINIMUM BETWEEN THE SIDES AND TOP OF RAIL AND SUPPORT TO ALLOW FREE 2.
JAM NUT IN PLACE TO PREVENT ROTATION WHILE THE HEX NUT IS TIGHTENED.
TIGHTEN JAM NUT (BOTTOM NUT) TO 5 FT-LBS AND THEN TIGHTEN THE HEX NUT ABOVE THE JAM NUT TO 300 FT-LBS. HOLD 1.
MONOLITH 19 UNLESS OTHERWISE NOTED.
BASE PLATE THREADED ANCHORS SHALL BE A MINIMUM OF 2'-2" EMBEDDED IN CONCRETE FOR MONOLITHS 1-18 AND 1'-4" FOR 10.
WELD TO BE WRAPPED MINIMUM 1" EITHER SIDE OF THE BASE PLATE.9.
EXPAND TOWARDS UPSTREAM/DOWNSTREAM ENDS.
BASE PLATES S-501-A7 (OPTA PLAN SET) TO BE INSTALLED NEAR THE CENTER OF THE RAIL (STA 1049.0 +/-) TO ALLOW RAIL TO 8.
INSTALLED IN SAME LOCATION AS EXISTING. SUBMIT EXISTING CLIP LAYOUT.
LOCATE EXISTING RAIL CLIPS (APPROXIMATE QUANTITY OF 290) ON TRAVELING KEVEL RAIL. NEW RAIL CLIPS SHALL BE 7.
MONOLITH JOINTS.
6. ALL RAIL SPLICES SHALL BE LOCATED WITHIN THE FOOTPRINT OF A RAIL CLIP. RAIL SPLICES SHALL NOT BE LOCATED AT
BE FABRICATED OFF SITE AND DELIVERED AS ONE UNIT, OR WELDED ON SITE. SEE SPECIFICATIONS FOR WELDING OF RAIL.
THE NEW KEVEL RAIL SHALL BE CONTINUOUS OVER THE ENTIRE LENGTH OF THE RAIL, FROM STA 771.0 TO STA 1327.0. RAIL MAY 5.
NEW 1 1/4"Ø ANCHORS AND RAIL CLIPS MAY NEED TO BE MOVED TO AVOID EXISTING ANCHORS.4.
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS.
EXISTING CORNER ARMOR CONTAINS LEAD BASED PAINT. ALL WORK ON AREAS WITH LEAD BASED PAINT SHALL BE 3.
INCLUDING EXISTING CORNER ARMOR, AFTER INSTALLATION.
2. PAINT ALL COMPONENTS, EXCEPT KEVEL RAIL, IN ACCORDANCE WITH THE SPECIFICATIONS. TOUCH-UP PAINT AS NECESSARY,
1. RAIL TO RUN TRUE AND STRAIGHT. WALL FACE MAY NOT BE STRAIGHT.
GENERAL SHEET NOTES
A12
SUGGESTED RAIL INSTALLATION SEQUENCE
SCALE: NTS
CL CP
CL RAIL
LINE 2
LINE 1
LINE 1
J O
IN
T
M O
N O
L
IT
J
IN
T
M O
N O
L
S I
D
S O
L
IC
IT
A
T
IO
N
S H
E E
T P
IL
E
T R
A N
S
IT
IO
N
W A
L L
M E
R C
E R
IL
L
IN
O
IS
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
/0
T
H
U N
E M
U L
L
T
A V
E L
IN
G
B
IT
T
D E
T A
IL
S
S-554
M M
A N
T E
R N
A C
H
B A
N D
E R
S O
N
M A
R
N D
U
P D
A T
E D
D E
T A
IL
E
A
N D
K
M
R L
D
C C
L E
M E
N T
S
OPTA
W
E K
R
ASTM A564 UNS S17400 TYPE 630 COND. H1100ECCENTRIC PIN22S-554-K7
ASTM A564 UNS S17400 TYPE 630 COND. H1100WHEEL TYPE 322S-554-K1
ASTM A564 UNS S17400 TYPE 630 COND. H1100ECCENTRIC PIN1414S-554-E7
ASTM A564 UNS S17400 TYPE 630 COND. H1100WHEEL TYPE 277S-554-E1
ASTM A36CURVED KEEPER PLATE1616S-554-A13
SEE SPECIFICATIONS SECTION 34 11 00WHEEL BEARING 1818S-554-A7
ASTM A564 UNS S17400 TYPE 630 COND. H1100WHEEL TYPE 177S-554-A1
MATERIALDESCRIPTION
QTY
TOT
QTY
UNIT
MARK NO.
BILL OF MATERIALS
3/4 "
R
104°
6.724"
1.500"
.125"R
.3
R
2.
5"
2.060"
.1
E
C C
E N
T R
IC
.1
E
C C
E N
T R
IC
.7
Ø
.1
Ø
CHAMFER
1/16" x 45°
5.630"
1.313"2.688"1.000"
4.724
135°
.9
R
.1
.4
1.047"
2.094"
.310" TYP
R
.750" TYPR
1.503"
5.096"
0.313" PL
CORNERS
ALLOWED AT HEX
CLEARANCE
TOOLING
5.5
4.724"
2.500"
4.724"
2.
5"
1.500"
7.
0"
4.72 4" 2.
5"
2.060"
.7
Ø
.1
Ø
CHAMFER
1/16" x 45°
4.500"
1.250"1.625"1.000"
DIA X 1" LONG
UNC. INSTALL 1/2"
FOR 1/2" DIA 13
DRILL AND TAP
R 0.03"
R 0.03"
DIA X 1" LONG
UNC. INSTALL 1/2"
FOR 1/2" DIA 13
DRILL AND TAP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
®of Engineers
US Army Corps
R O
C K
I S
L A
N D
D
IS
T R
IC
T
R O
C K
I S
L A
N D
IL
L
IN
A1 S-554-A1
SCALE: 6"=1'-0"
E1 S-554-E1
SCALE: 6"=1'-0"
K1 S-554-K1
SCALE: 6"=1'-0"
3"0 6"1-1/2" 3"0 6"1-1/2"
3"0 6"1-1/2"3"0 6"1-1/2"
A7 S-554-A7
SCALE: 6"=1'-0"
O F
F S
E T
O F
F S
E T
3"0 6"1-1/2" 3"0 6"1-1/2"
0 1" 2"1/2"A13 S-554-A13
SCALE: 6"=1'-0"
ALL SURFACES
K7 S-554-K7
SCALE: 6"=1'-0"
.0
-.0
ALL SURFACES
ALL SURFACES
-.0
-.0
-.002
+.000
S-554- A7
LN1 FIT W
ITH
S-554- A7
LN1 FIT W
ITH
S-55 4-A7
LN1 FIT
WIT
H
S-554- K1
S-554- E1
S-554- A1
LN1 FIT W
ITH
S -5 -K
S -5 -E
LN
FI
T W
-5
-A
L N
F
IT
W
-.0
E7 S-554-E7
SCALE: 6"=1'-0"
.0
S -5
-A
L N
F
IT
W
NOTE: DESIGN BASIS: SKF NUP 311 ECJ
PROVIDE STAINLESS STEEL PLUG FOR EACH ECCENTRIC PIN.
ECCENTRIC PINS TO HAVE 1/2-13 UNC THREADED HOLES IN HEAD FOR REMOVAL. 4.
PROVIDE DOUBLE BEARING ARRANGEMENT FOR BOTH S-554-K1 WHEELS.3.
MANUFACTURER.
FIT BETWEEN ROLLER BEARING AND WHEEL TO BE VERIFIED BY BEARING 2.
ROLLER BEARINGS ARE TO BE GREASED PRIOR TO INSTALLATION.1.
GENERAL SHEET NOTES
| B5MRLD17202201-CAD_SHEET-2022-12-12-OPTA-S-301.pdf |
| B5MRLD17202201-CAD_SHEET-2022-12-12-OPTA-S-303 |
File details come from the government source that posted it. Updated .