PLAN_SET_DRAWINGS-2016-06-13.pdf
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- Solicitation number
- W912EK-16-B-0006
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Dam 18 - Plan set drawings
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MISSISSIPPI RIVER BASIN
LOCK AND DAM 18
GLADSTONE, IL
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D A
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W912EK-16-B-0006
W E
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-B -0
FINAL
ID
Sheet
Solicitation:
Contract:
APPROVAL RECOMMENDED BY:
APPROVED BY:
DISTRICT COMMANDER
of Engineers
US Army Corps
DATE
DATE
DATE
DATE
DATEDATE
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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E
GEOTECHNICAL BRANCHCHIEF,
DESIGN BRANCHCHIEF,
TECHNICAL SERVICES BRANCHCHIEF,
ENGINEERING & CONSTRUCTION DIVISIONCHIEF,
HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DOCUMENTS WITHIN THE SCOPE OF THEIR
INDIVIDUALS APPEAR ON THESE PROJECT
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
JUNE 2016
14 JUN 16
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C-101
SC301
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
SITE PLAN
BRIDGE BEARING PAD REPAIRS
OPTION C
V-101 SURVEY MARKER INSTALLATION
SF502
SF501
PIER LANDING DETAILS
PIER LANDING WORK
OPTION F
E-001
EB001
STORAGE YARD ELECTRICAL LIGHTNING PLAN
SA501
SA302
SA301
SA201
ABUTMENT A REPAIRS DETAILS
ABUTMENT A REPAIRS SECTIONS
ABUTMENT A REPAIRS SECTIONS
ABUTMENT A REPAIRS
OPTION A
SB501
SB302
SB301
SB201
PIER NO. 17 REPAIRS DETAILS
PIER NO. 17 REPAIRS SECTIONS
PIER NO. 17 REPAIRS SECTIONS
PIER NO. 17 REPAIRS
OPTION B
SD501
SD302
SD301
SD201
PIER NO. 2 REPAIRS DETAILS
PIER NO. 2 REPAIRS SECTIONS
PIER NO. 2 REPAIRS SECTIONS
PIER NO. 2 REPAIRS
OPTION D
SE401
SE303
SE302
SE301
SE202
SE201
E J
O H
N S
O N
DAM PIER SECTION
DAM PIER ELEVATION
SURVEY MARKER INSTALLATION
OPTION G
/0
/0
W E
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FINAL
EA001
SG301
SG201
VG101
S-505
S-503
S-502
S-501
S-403
S-402
S-401
S-307
S-306
S-305
S-304
S-303
S-302
S-301
S-201
S-101
DETAILS
HANDRAIL DETAILS
DETAILS
DETAILS
ROLLER GATE PIERS 5 & 8
ROLLER GATE PIERS 6 & 7
TAINTER GATE PIER
SECTIONS
ROLLER GATE PIER NOS. 6 AND 7 SECTIONS
DAM PIER SECTIONS
DAM PIER SECTIONS
ROLLER GATE PIER NOS. 5 AND 8 SECTIONS
DAM PIER SECTIONS
DAM PIER SECTIONS
DAM PIER ELEVATIONS
SCHEDULE OF REPAIRS
ABUTMENT A CONDUITS PLAN
ELECTRICAL SPARE POWER CONDUITS PLAN
TRUNNION GRATING PLAN
TRUNNION GRATING SECTIONS
TRUNNION GRATING SECTIONS
ABUTMENT A REPAIRS SECTIONS
LOCKWALL ABUTMENT A REPAIRS PLAN & ELEVATION
ABUTMENT A REPAIRS PLAN & ELEVATION
OPTION E
ID
Sheet
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GENERAL NOTESLEGEND
OF CONCRETE
INDICATES REMOVAL
REPLACEMENT OF CONCRETE
INDICATES REMOVAL AND
OF NEW CONCRETE
INDICATES PLACEMENT
E J
O H
N S
O N
" UNLESS OTHERWISE NOTED.16
318. ALL FILLET WELDS SHALL BE
THIS SHALL BE OFF-SITE AND COORDINATED BY THE CONTRACTOR.
THESE AREAS CAN ACCOMMODATE A SINGLE BARGE AND TOWBOAT. ANY MOORING REQUIRED BEYOND
17. MOORING AREAS DESIGNATED ON THE DRAWINGS ARE UNKNOWN DEPTH. CONTRACTOR SHALL ASSUME
16. A MINIMUM OF 3" CONCRETE COVER OVER REINFORCING SHALL BE PROVIDED UNLESS NOTED OTHERWISE.
AS OTHERWISE NOTED ON THE DRAWINGS.
CHAMFER IN REMOVAL AREA. IF NO CHAMFER EXISTS, CHAMFER SHALL BE 1½" X 45° ANGLE, OR
ADJACENT TO ANOTHER CONCRETE SURFACE. CHAMFER DIMENSIONS SHALL MATCH EXISTING
15. ALL NEWLY FORMED CONCRETE CORNERS SHALL BE CHAMFERED UNLESS THE CORNER IS
BE PROTECTED FROM CONTRACTOR OPERATIONS.
OTHER METHOD OF CUTTING THE REINFORCING WILL BE ALLOWED. ALL REINFORCING TO REMAIN SHALL
14. ALL REINFORCING TO BE REMOVED IN THE SAWCUT AREA SHALL BE SAWCUT. NO FLAME CUTTING OR
AREAS EVEN WHEN NOT SHOWN ON THE DRAWINGS.
13. UNLESS OTHERWISE NOTED, A 3" MINIMUM SAWCUT WILL BE REQUIRED ON ALL CONCRETE REMOVAL
ARE TO BE PERFORMED, THE OPERATION SHALL BE IN ACCORDANCE WITH EM 385-1-1.
12. IT IS NOT ANTICIPATED DIVING OPERATIONS WILL BE REQUIRED FOR THIS PROJECT. IF DIVE OPERATIONS
11. "REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL" INDICATES TO REUSE EXISTING.
OTHERWISE NOTED.
10. ALL ELEVATIONS SHOWN IN THESE DRAWINGS REFER TO MEAN SEA LEVEL (M.S.L.), 1912 DATUM UNLESS
AND MATERIAL FABRICATION.
CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS PRIOR TO SHOP DRAWING PREPARATION
ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE WORK BEGINS. THE 9.
INCLUDING AN APPROVED METHOD AND TYPE OF TOUCH UP PAINTING AS NECESSARY.
SECURITY IS MAINTAINED AND REINSTALLATION MADE TO ITS ORIGINAL LOCATION AND CONDITION, HAND RAILING MAY BE REMOVED IN WORK AREAS DURING CONSTRUCTION AS LONG AS SAFETY AND 8.
OPERATIONS.
MAINTAIN DAM WALKWAY ACCESS FOR THE ENTIRE LENGTH OF THE DAM FOR DAILY DAM GATE SETTING
OF THE ENTIRE SERVICE BRIDGE, EXCEPT AS NOTED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL
THE CONTRACTOR SHALL NOT RESTRICT THE MOVEMENT OF THE TRAVELING CRANE ALONG THE LENGTH 7.
AREAS TO MAINTAIN WORKER AND EQUIPMENT SAFETY.
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WATER CURRENTS WITHIN WORK
FOR THE FLOW CONDITIONS AT THE TIME TO REDUCE THE UNDER-CURRENT IN THE VICINITY OF THE
THE TWO GATES ADJACENT TO THE PIER BEING WORKED ON WILL BE CLOSED TO THE EXTENT PERMISSIBLE 6.
FIELD CONDITIONS. REFERENCE DRAWINGS ARE NOT PRINTED TO SCALE.
BECAUSE THE DRAWINGS ARE NOT 'AS BUILT', THEY DO NOT NECESSARILY REPRESENT ACTUAL
CONTRACTOR. NO REQUIRED WORK UNDER THIS CONTRACT IS SHOWN ON THE REFERENCE DRAWINGS.
REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY FOR THE BENEFIT OF THE 5.
OTHERWISE PERMITTED BY THE LOCKMASTER.
THROUGH LOCK NO. 18. OBSERVATION OF NORMAL QUEUING PROCEDURES IS REQUIRED UNLESS
THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY USERS FOR LOCKAGES 4.
OBTAINED FROM, http:/rivergages.com
IN THE POOL AND A CORRESPONDING TAIL WATER DROP EFFECTED. HYDROGRAPHS CAN BE
9-FOOT CHANNEL AND PASS FLOWS. IT CANNOT BE REGULATED SUCH THAT THE WATER IS STORED
DAM NO. 18 IS A RUN-OF-THE-RIVER FACILITY, FUNCTIONING PRIMARILY TO MAINTAIN A DESIGNATED 3.
CLOSURES WILL BE ALLOWED TO PERFORM ANY PORTION OF THE WORK.
THE LOCK AND DAM SHALL REMAIN IN OPERATION DURING THE CONSTRUCTION PERIOD. NO NAVIGATION 2.
LOCATIONS TO AVOID CONFLICTS.
BE CONDUCTED WITH THE OTHER CONTRACTOR AND THE C.O.R. TO DISCUSS SCHEDULE AND WORK
SCHEDULES. PRIOR TO BOTH CONTRACTOR'S MOBILIZING TO THE SITE, A COORDINATION MEETING SHALL
CLOSELY COORDINATE WITH THE CONTRACTING OFFICER REPRESENTATIVE (C.O.R.) ON ANTICIPATED
BULKHEAD RECESSES IN THE AUXILIARY LOCK CHAMBER. THE CONTRACTOR FOR THIS CONTRACT SHALL
DURING THE EXECUTION OF THIS CONTRACT, THERE MAY BE ANOTHER CONTRACTOR ON-SITE TO INSTALL 1.
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M I S S I S S I P P I
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REQUIREMENTS).
EQUIPMENT ADHERING TO NORMAL QUEUE
CHAMBER OR GUIDEWALLS (EXCEPT FOR MOVEMENTS OF
CONTRACTOR WILL NOT BE ALLOWED USE OF THE LOCK 1.
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195'-0" 1350'-2"
17'-1" 17'-1"
9 TAINTER GATES @ 60' = 637'-4" 3 ROLLER GATES @ 100' = 330'-0" 5 TAINTER GATES @ 60' = 348'-8"
R O
U G
H E
N E
D S
U R
F A
C E O
F R
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STORAGE YARD
MAIN LOCK
LOCK
AUXILIARY
I2
I4
I5
R3
U1
R1
R2
L3
L4 B4
L2
I1 L1
I3
A2
A3
U9A1
R
IV
E R W
A L L
U4 U3 U2U5U8 U7 U6
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U14U15U16 U13 U10U11U12
STA. 464.5 A
STA. 491.5 A
STA. 533.5 A
GENERAL NOTESSURVEY DATA
EXISTING CONCRETE
0.02" RADIUS
ROUND CORNER
WITH TOP OF CONCRETE)
BRASS ROD (FLUSH
1" DIA. X 10"
EPOXY GROUT
ALIGNMENT SURVEY
MARK PIN FOR
1"
DRILLED HOLE
SEE NOTE 5
C1
POSITION MONUMENT DETAIL
SCALE : NO SCALE
A1
PLAN
SCALE : NO SCALE
N
F L
O W
U1
U2
U3
U4
U5
U6
U7
U8
U9
U10
U11
U12
A1
AB1
537.621
116.015
537.647
137.965
93.060
534.881
72.175
534.898
72.225
534.909
72.110
534.847
75.685
534.921
115.010
534.881
115.035
534.848
114.990
534.916
75.690
534.919
72.150
72.415
72.070
72.095
534.884
534.839
534.912
539.721
U13
72.185
534.887
U14
72.260
534.987
U15
72.120
534.923
U16
76.225
534.897
539.690
I3
L2
537.573R2
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TAKEN UNDER THIS CONTRACT
MEASUREMENTS REQUIRED TO BE
ITEMS MARKED AS "TBD" INDICATE
NOTE:
L
STA. 520.0 A
C SERVICE BRIDGE
TBD
TBD
TBDA3 464.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
533.5A
5. HOLE DIAMETER SHALL BE PER EPOXY MANUFACTURERS RECOMMENDATIONS.
MARKERS AND PERFORM THE SURVEY.
THE CONTRACTOR SHALL HAVE A REGISTERED SURVEYOR SET THE4.
SPECIFICATIONS FOR DETAILS.
THE CONTRACTOR SHALL PERFORM AN ALIGNMENT SURVEY. SEE3.
OF THE ABUTMENT WALL.
AS EXISTING. MARKERS SHALL BE SET 6" FROM THE STORAGE YARD FACE
THE CONTRACTOR SHALL RESET THE MARKERS IN THE SAME ALIGNMENT 2.
WITH STABLE MONUMENTATION, AT THE CONTRACTOR'S EXPENSE.
ARE DAMAGED DURING CONSTRUCTION SHALL ALSO BE REPLACED
ACCORDING TO THE DIAGRAM SHOWN. ANY LAND MARKERS THAT
ON THE DAM. NEW BRASS RODS SHALL BE USED ON THE PIERS
THE CONTRACTOR SHALL RESET THE SURVEY POSITION MARKERS 1.
E J
O H
N S
O N
DIST. ELEV.
THIS CONTRACT
ELEV.
STA.MARKER
AUG-SEP 2008
DIST.
MONUMENT
REPLACE
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
/0
/0
W E
K -1
-B -0
FINAL
NO
NO
NO
NO
B M
A
M A
Y
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
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2 3
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4 5
A
B
M A
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D A
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S
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IT
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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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C O
N T
R A
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D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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D m v r-a p p w p lt \P
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S-101
M R
S -1
.d g n
R O
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IL
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L A
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IS
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A R
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N D D
A M
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IS
S
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P I
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A S
IN
B J
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M L
IN
D S
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B A
N D
E R
S O
N
D A
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O N
C R
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E R
E P
A
IR
S
P
IE
R
P
IE
R
P
IE
R
P
IE
R
P
IE
R
A B
U T
M E
N T A
IOWA SIDE
STORAGE YARD
P
IE
R
P
IE
R
P
IE
R
P
IE
R
ILLINOIS SIDE
P
IE
R
P
IE
R
P
IE
R
P
IE
R
P
IE
R
P
IE
R
P
IE
R
P
IE
R
P
IE
R
L O
C K
W A
L L A
B U
T M
E N
T
R
IV
E R
W A
L L
STORAGE YARD PIERS TAINTER GATE PIERS ROLLER GATE PIERS TAINTER GATE PIERS
F L
O W
LOCKWALL ABUTMENT
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
DESIGNATION
PIER
DAM 18
SCHEDULE OF REPAIRS
PADS
BEARING
ROLLER GATE PIER REPAIRSTAINTER GATE PIER REPAIRS
PADS
BEARING
PIER
UPSTREAM
PIER 1
PIER 18
PIER 16
PIER 15
PIER 14
PIER 13
PIER 12
PIER 11
PIER 10
PIER 9
PIER 8
PIER 7
PIER 6
PIER 5
PIER 4
PIER 3
PIER 2
WALL
CURTAIN
UPSTREAM
WALL
CURTAIN
UPSTREAM
STORAGE YARD PIER REPAIRS
RESURFACING
PIER
WALL
CURTAIN
UPSTREAM
A1
SCHEDULE OF REPAIRS
0 120'SCALE : 1"=60'-0" 60'
N
S B -2
A
S A -2
A
S -2
A
S -2
A
S C
H E
D U
L E O
F R
E P
A
IR
S
LANDINGS
PIER
RESURFACING
PIER
X
OPTION F
X
PIER 17
OPTION F
OPTION D
OPTION C
OPTION C
OPTION C
OPTION C
OPTION C
OPTION C
OPTION C
OPTION C
OPTION C
OPTION C
OPTION C
OPTION C
OPTION C
OPTION A
OPTION B
ABUTMENT A X, NOTE 2
X, NOTE 2
RESURFACING
ABUTMENT
OPTION EOPTION C
OPTION C
OPTION F
OPTION F
OPTION F
OPTION F
OPTION F
OPTION F
OPTION F
OPTION F
OPTION F
OPTION F
OPTION F
OPTION F
OPTION F
OPTION C
OPTION C
OPTION C
OPTION C
E J
O H
N S
O N
OPTION C
X
GENERAL SHEET NOTES
RESURFACING.
SHALL BE DONE IN CONJUNCTION WITH THE PIER
AND/OR OPTION B ARE AWARDED, THE CURTAIN WALL REPAIR
AWARD DATE FOR OPTION A AND/OR OPTION B. IF OPTION A
AND PIER NO. 17 SHALL NOT BE INITIATED UNTIL AFTER THE
2. THE UPSTREAM CURTAIN WALL REPAIRS FOR ABUTMENT A
1. ITEMS DENOTED WITH AN "X" INDICATE BASE BID WORK.
PIER
UPSTREAM
/0
/0
W E
K -1
-B -0
FINAL
OPTION G
OPTION G
OPTION G
OPTION G
B M
A
M A
Y
ID
Sheet
S O
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IC
IT
A T
IO
N N
O
F
IL
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A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
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D B
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D E
S C
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2 3
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4 5
A
B
M A
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D A
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S
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D B
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P L
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P L
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A T
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C O
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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D m v r-a p p w p lt \P
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\4
\4
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D A
M P
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E L E
V A
T
IO
N S
A1
ELEVATION - TAINTER GATE PIER
A3
ELEVATION - ROLLER GATE PIER
0 2' 4' 8'SCALE : 1/4"=1'-0" 0 2' 4' 8'SCALE : 1/4"=1'-0"
EL. VARIES
EL 534.75 EL 534.75
EL 555.27
EL 559.27EL 559.27
EL. VARIES
RECESS
C BULKHEAD LL
BRIDGE
C SERVICE
SHOWN FOR CLAIRITY.
NOTE: SERVICE BRIDGE NOT
SHOWN FOR CLAIRITY.
NOTE: SERVICE BRIDGE NOT
RECESS
C BULKHEAD LL
BRIDGE
C SERVICE
S-301
C1 S-301
C3
S-302
A3
S-303
A3
EL 550.80
C.J. EL 546.80
EL 526.0
TO REMAIN
EXISTING ARMOR
C.J. EL 542.0
SEE SECTIONS FOR DETAILS
REMOVAL LIMITS VARY.
AROUND BULKHEAD RECESS
MATCH EXISTING CHAMFER
PIER NOs. 5, 6, 7, AND 8
EL. VARIES BETWEEN
E J
O H
N S
O N
/0
/0
W E
K -1
-B -0
FINAL
B M
A
M A
Y
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
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D E
S C
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IP
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D
2 3
C
4 5
A
B
M A
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D A
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S
IZ
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S U
B M
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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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C O
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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S I
D m v r-a p p w p lt \P
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\4
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M R
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A R
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N D D
A M
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S
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P I
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A S
IN
B J
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IN
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B A
N D
E R
S O
N
D A
M C
O N
C R
E T
E R
E P
A
IR
S
C1
SECTION - EL 534.75 TO EL 526.0
0 1' 2' 4'SCALE : 1/2"=1'-0"
RECESS
C BULKHEAD L
#6B @ 12 #6B @ 12
TO MATCH EXISTING
DIMENSIONS OF PIER
ANCHOR DETAILS
SEE SHEET S-505 FOR
(24)#8 ANCHORS @ 2'-0" E.W.,
C L E
A R T
Y P
ARMOR TO REMAIN
EXISTING PIER
D A
M P
IE
R S
E C
T
IO
N
#6B @ 12 (TYP)
#6 @ 12 (TYP.)
A1
A1
SECTION
#6 @ 12
VARIES
#6B @ 12
#6B @ 12
EXISTING CONCRETE
0 1' 2' 4'SCALE : 1/2"=1'-0"
E J
O H
N S
O N
/0
/0
W E
K -1
-B -0
FINAL
(TYP)
#8 ANCHOR
EL 534.75
EL 526.0
B M
A
M A
Y
A3
SECTION - EL 531.5 TO EL. 526.0
ANCHORS NOT SHOWN
NOTE: REINFORCING AND
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
A3
BEAM TO REMAIN
EXISTING BEARING
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
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IP
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2 3
C
4 5
A
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P L
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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D m v r-a p p w p lt \P
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\4
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IS
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A1
SECTION
GATE GIRDER
EXISTING TAINTER
EL 559.27
A1
"4 14'-1"4
14'-1
LC GIRDER
L
LC GIRDER
STA. 520.0A
C SERVICE BRIDGE
L
L
L
C PIER
C BEARING
C BEARING
6"
4"
EL 550.80
EL 546.80
EL. 559.27 TO EL. 546.80
REMOVE CONCRETE FROM
"4 11'-6
C L
IN EPOXY GROUT
#4B @ 12. EMBED 1'-0"
EXISTING CONCRETE
A1 S-307
3" SAW CUT
SCALE : 3/8"=1'-0" 0 2' 4' 6'A3
SECTION
#4 @ 12 (TYP.)
OF PIER
(2) #6 FULL WIDTH
C L
DRAWINGS
SEE ELECTRICAL
(PIER NO. 17 ONLY)
" DIA. CONDUIT4
3" 3"
"4 11'-6
2'1'0SCALE : 1"=1'-0"
A1 S-305
(CONTAINS LEAD PAINT)
REMOVE EXISTING HANDRAIL
NOTES
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS.
ALL WORK ON AREAS WITH LEAD BASED PAINT SHALL BE
LEAD BASED PAINT IS PRESENT ON THE EXISTING HANDRAILS.1.
E J
O H
N S
SERVICE BRIDGE
CONCRETE AND
GAP BETWEEN
MAINTAIN EXISTING
/0
/0
W E
K -1
-B -0
FINAL
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
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IP
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N
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2 3
C
4 5
A
B
M A
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D A
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S
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S U
B M
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T E
D B
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P L
O T S
C A
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P L
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A T
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C O
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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D m v r-a p p w p lt \P
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IN
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B A
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S O
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D A
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C R
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A
IR
S
C GIRDER
4"
L
L
LC GIRDER
STA. 520.0A
C SERVICE BRIDGE
6"
"4 14'-1"4
14'-1
9"
LC BEARING
LC PIER
LC BEARING
0 2' 4' 6'SCALE : 3/8"=1'-0"
A1
"4 11'- 6
S-304
A4
S-304
A2
A1
SECTION
2'1'0SCALE : 1"=1'-0"
GATE GIRDER
EXISTING ROLLER
EL 559.27
EL 550.80
EL 546.80
EL. 559.27 TO EL. 546.80
REMOVE CONCRETE FROM
"4 11'-6
C L
IN EPOXY GROUT
#4B @ 12. EMBED 1'-0"
EXISTING CONCRETE
A1 S-307
3" SAW CUT
#4 @ 12 (TYP.)
OF PIER
(2) #6 FULL WIDTH
C L
DRAWINGS
SEE ELECTRICAL
(PIER NO. 17 ONLY)
" DIA. CONDUIT4
3" 3"
S-305
A1 S-304
A1
EL 546.80
EL 542.0
"4 11'-5
PIER 8 OPPOSITE HAND
PIER 5 AS SHOWN
S E
C T
IO
N S
SECTION - PIER NOS. 5 & 8
A3
R O
L L E
R G
A T
E P
IE
R N
O S A
N D
(CONTAINS LEAD PAINT)
REMOVE EXISTING HANDRAIL
NOTES
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS.
ALL WORK ON AREAS WITH LEAD BASED PAINT SHALL BE
LEAD BASED PAINT IS PRESENT ON THE EXISTING HANDRAILS.1.
E J
O H
N S
O N
SERVICE BRIDGE
CONCRETE AND
GAP BETWEEN
MAINTAIN EXISTING
/0
/0
W E
K -1
-B -0
FINAL
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
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D E
S
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N E
D B
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D E
S C
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2 3
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4 5
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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A R
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P S O
F E
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IN
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G L
A D
S T
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N D D
A M
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IN
B J
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IN
D S
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B A
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S O
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D A
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O N
C R
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A
IR
S
S E
C T
IO
N S
A1
SECTION
EL 559.27
EL. 559.27 TO EL. 550.0
REMOVE CONCRETE FROM
EL 550.80
EL 550.0
A3 S-307
IN EPOXY GROUT
#4B @ 12. EMBED 1'-0"
C L
C L
. (2) #6 FULL WIDTH OF PIER
3" SAW CUT BOTH FACES
A3 S-307
EL 559.27
A3 S-307
EL 559.27
EL. 559.27 TO EL. 550.0
FROM
REMOVE CONCRETE
EL 542.0EL 542.0EL 542.0
9"
EL. 559.27 TO EL. 550.0
FROM
REMOVE CONCRETE
EL 550.80
EL 550.0
IN EPOXY GROUT
#4B @ 12. EMBED 1'-0"
BOTH FACES
3" SAW CUT
3'-0"
EL 550.80
EL 550.0
IN EPOXY GROUT
#4B @ 12. EMBED 1'-0"
BOTH FACES
3" SAW CUT
A2
SECTION
A4
SECTION
"4 11'-5
EL 543.75
"4 11'-6
C L
C L
C L
C L
(CONTAINS LEAD PAINT)
REMOVE EXISTING HANDRAIL
(CONTAINS LEAD PAINT)
HANDRAIL
REMOVE EXISTING
(CONTAINS LEAD PAINT)
REMOVE EXISTING HANDRAIL
NOTES
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS.
ALL WORK ON AREAS WITH LEAD BASED PAINT SHALL BE
LEAD BASED PAINT IS PRESENT ON THE EXISTING HANDRAILS.1.
E J
O H
N S
O N
/0
/0
W E
K -1
-B -0
FINAL
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
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D E
S
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D B
Y
D E
S C
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2 3
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4 5
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B
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P L
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®of Engineers
US Army Corps of Engineers
US Army Corps
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S-305A1
SECTION
A3
SECTION
#4 @ 12
#4B @ 12
"4 11'-0
#4B
6"
A3
EXISTING CONCRETE
IN EPOXY GROUT
#4B EMBED 1'-0"
#4B @ 12
EL 550.80
#6
EL 546.80
0 6" 1' 2'SCALE : 1"=1'-0"0 6" 1' 2'SCALE : 1"=1'-0"
S E
C T
IO
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FINAL
ID
Sheet
S O
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N N
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®of Engineers
US Army Corps of Engineers
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0 2' 4' 6'SCALE : 3/8"=1'-0"
C3
A1
"4 14'-1"4
14'-1
C GIRDERL
L
LC GIRDER
STA. 520.0A
C SERVICE BRIDGE
LC BEARING
LC BEARING
LC PIER
9"2'-3"
EL 542.0
EL 546.0
C3
SECTION
0 6" 1' 2'SCALE : 1"=1'-0" C4
SECTION
0 6" 1' 2'SCALE : 1"=1'-0"
C4
EL 546.0
EL 542.0
3'-0"
EACH SIDE
#6 @ 12 ON
EL 542.0
#6B @ 12
#6B @ 12
#6 @ 12
#4B @ 12 #4B @ 12
EL 542.0
E
A C
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ID
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(2) #6
1'-9" 3'-6" 1'-9"
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OF PIER
(2) #6 FULL WIDTH
#4 @ 12 (TYP.)
3"3"
C L
C L
HANDRAIL
REMOVE EXISTING
EL 559.27
EL. 559.27 TO EL. 546.80
REMOVE CONCRETE FROM
DRAWINGS
SEE ELECTRICAL
(PIER NO. 17 ONLY)
" DIA. CONDUIT4
3" SAW CUT
EXISTING CONCRETE
A1
SECTION
2'1'0SCALE : 1"=1'-0"
9"
"4 11'-5
A1 S-305
SECTION - PIER NOS. 6 & 7
A3
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SERVICE BRIDGE
CONCRETE AND
GAP BETWEEN
MAINTAIN EXISTING
#4B @ 12
#6 ANCHORS (TYP)
#6B @ 12 (TYP)
(TYP)
#6 ANCHORS
/0
/0
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K -1
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FINAL
ID
Sheet
S O
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N N
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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S-501-A1
S-501-C3
S-501-C1
S-501-A3
S-501-C3
S-501-A1 S-501-A1
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S-307
S-401
A1
HANDRAIL
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"2 11'-4
C GIRDERL
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C L C L
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EL 559.27
C L
C HANDRAILL
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C GIRDERL
HANDRAIL
NEW
S-403
DIA. A325 GALVANIZED BOLT
"8
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REMOVE ONE EXISTING
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C L
0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
S E
C T
IO
N S
A1
SECTION
A3
SECTION
A5
SECTION
A325 GALVANIZED BOLT
" DIA.8
7IN BEAM FOR
" DIA. HOLE16
15DRILL
NOTES
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS.
ALL WORK ON AREAS WITH LEAD BASED PAINT SHALL BE
GIRDERS AND BEAMS.
LEAD BASED PAINT IS PRESENT ON THE EXISTING BRIDGE1.
DIA. A325 GALVANIZED BOLT
"8
7AND REPLACE WITH
RIVET IN SERVICE BRIDGE
REMOVE ONE EXISTING
E J
O H
N S
O N
HOLES IN S-501-C3
S-501-A1 TO MATCH
ANGLE. FIELD DRILL
WITH EXISTING
ALIGN NEW ANGLE
HOLES IN S-501-C3
S-501-A1 TO MATCH
ANGLE. FIELD DRILL
HOLES IN S-501-C3
S-501-A1 TO MATCH
ANGLE. FIELD DRILL
/0
/0
W E
K -1
-B -0
FINAL
ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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S-501-A1
S-501-A1S-501-A1
S-502-A1
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A1
TAINTER GATE PIER
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
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12’-0" FOR ABUTMENT A
10’-0" FOR PIER NO. 17
HANDRAIL
NEW
HANDRAIL
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13’-10
NOTES
NEW AND EXISTING (TYP.)
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1" GAP (TYP.)
"x8x48 3L
EXISTING
EXISTING HANDRAIL EXISTING HANDRAIL
JOINT
C EXPANSIONL
"x8x48
3EXISTING L
EXISTING SERVICE BRIDGE RIVET LOCATION.
ARE NOMINAL AND SHALL BE LOCATED BASED ON
1. SPACING ON HANDRAIL SUPPORTS SHOWN ON THIS SHEET
E J
O H
N S
O N
/0
/0
W E
K -1
-B -0
FINAL
T A
IN
T E
R G
A T
E P
IE
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ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
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A M
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D W
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D B
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US Army Corps of Engineers
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P R
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0 1’ 2’ 4’SCALE : 1/2"=1’-0"
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EXISTING HANDRAIL EXISTING HANDRAIL
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"x8x48
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EXISTING STRUCTURAL STEEL BRACING AND GUSSET
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ARE NOMINAL AND SHALL BE LOCATED BASED ON EXISTING
1. SPACING OF HANDRAIL SUPPORTS SHOWN ON THIS SHEET
A1
ROLLER GATE PIER NOS 6 & 7
E J
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N S
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0 1’ 2’ 4’SCALE : 1/2"=1’-0"
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HANDRAIL
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52’-11"8 32’-11’-3""4
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117’-10 EXISTING HANDRAILEXISTING HANDRAIL
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SERVICE BRIDGE RIVET LOCATIONS.
ARE NOMINAL AND SHALL BE LOCATED BASED ON EXISTING
2. SPACING OF HANDRAIL SUPPORTS SHOWN ON THIS SHEET
BASED ON EXISTING SERVICE BRIDGE RIVET LOCATION.
SPACING ON S-501 IS NOMINAL AND SHALL BE LOCATED1.
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ROLLER GATE PIER NOS. 5 & 8
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A3 S-501-A3
0 3" 6" 9" 12"SCALE : 3"=1'-0"
ELEVATION
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C1 S-501-C1
0 3" 6" 9" 12"SCALE : 3"=1'-0"
GENERAL NOTES
C3 S-501-C3
0 3" 6" 9" 12"SCALE : 3"=1'-0"
" TO ALLOW FOR WELDS TO WRAP.4
1 PLATES) ARE
5. IF NOT NOTED, PLATE EXTENSIONS (BEYOND ADJACENT
BETWEEN HOLES PRIOR TO FABRICATION.
4. CONTRACTOR SHALL FIELD VERIFY EXISTING SPACING
3. SUPPORTS SHALL BE GALVANIZED AFTER FABRICATION.
INTERSECTING WELDS AT THE FLANGE / WEB INTERFACE.
" STIFFENER PLATES TO PREVENT8
3 BOTTOM OF THE
2. WELD ACCESS HOLES SHALL BE PROVIDED AT THE TOP AND
" RADIUS.4
3ALL WELD ACCESS HOLES SHALL BE 1.
"4
W4x13
DASHED HOLES IN BOTTOM FLANGE.
SOLID HOLES IN TOP FLANGE.
" DIA. HOLE (TYP.)16
10"
HOLE (TYP.)
" DIA.16
C WEBL
"8
C HOLEL
C HOLEL
"2
C HOLEL
" BOTTOM FLANGE8
OF WEB TO FLANGE WELDS
PLATES FOR CLEARANCE
HOLES IN STIFFENER
PROVIDE WELD ACESS
"16
C STIFFENERL
"4 11'-8
FOR W4x13
" DIA. HOLES16
4"
"8 51'-6
ELEVATION
PLAN
SECTION C
10"
HOLE
" DIA.16
"2 1"x22
1PL. 2
"8
C HOLEL
C HOLEL
"2
C HOLEL
"4 11'-8
"8 51'-6"8
"2
R
" R.4
3 "
"16
C STIFFENERL
OF WEB TO FLANGE WELDS
PLATES FOR CLEARANCE
HOLES IN STIFFENER
PROVIDE WELD ACESS
C
FOR W4x13
" DIA. HOLES16
7 "
"16 974""16
" DIA. HOLE16
" BOTTOM FLANGE8
QUANTITY: 8
MATERIAL: ASTM A36
QUANTITY: 68
MATERIAL: ASTM A36
QUANTITY: 4
MATERIAL: ASTM A36
QUANTITY: 80
MATERIAL: ASTM A992
D E
T A
J
O H
N S
O N
THIS FABRICATION.
SHOP DRAWINGS FOR
DRAWINGS WITH
HANDRAIL BASE SHOP
BASE. SUBMIT
SUPPLIED HANDRAIL
DIAMETER TO MATCH
LOCATION AND
HANDRAIL BASE.
(4) HOLES FOR
THIS FABRICATION.
SHOP DRAWINGS FOR
DRAWINGS WITH
HANDRAIL BASE SHOP
BASE. SUBMIT
SUPPLIED HANDRAIL
DIAMETER TO MATCH
LOCATION AND
HANDRAIL BASE.
(4) HOLES FOR
THIS FABRICATION.
SHOP DRAWINGS FOR
DRAWINGS WITH
HANDRAIL BASE SHOP
BASE. SUBMIT
SUPPLIED HANDRAIL
DIAMETER TO MATCH
LOCATION AND
HANDRAIL BASE.
(4) HOLES FOR
"2 12 "16
W E
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NOTES
" FOR PIER NO. 172
" FOR ROLLER GATE PIER NOS. 5 AND 82
" FOR ROLLER GATE PIER NOS. 6 AND 72
" FOR TAINTER GATE PIERS2
" FOR ABUTMENT A4
T A
"x8x48 3L
A1 S-502-A1
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
PRIOR TO BOLTING
GALVANIZED HOLES
OR S-501-C1. COLD
BOLT TO S-501-A1, S-501-A3,
FIELD DRILL HOLES TO
ALLOW 2" GAP FOR EXPANSION
AT C/L OF EXPANSION JOINT.
FIELD MEASURE AND SHOP CUT ANGLE
A325 GALVANIZED BOLTS, TYP
" DIA. HOLES FOR16
3. HOT DIP GALVANIZE ANGLE AFTER CUTS HAVE BEEN MADE.
WHERE CUT SHALL BE LOCATED.
2. CONTRACTOR SHALL FIELD MEASURE EXISTING DIMENSIONS TO DETERMINE
EXISTING ANGLE AND DOES NOT ACCOUNT FOR ANY GAPS REQUIRED.
1. DIMENSIONS SHOWN ARE FROM EDGE OF EXISTING ANGLE TO EDGE OF
E J
O H
N S
O N
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S
0 1" 2" 3" 4"SCALE : 6"=1'-0"
GALVANIZED PIPE (TYP)
2" DIA. X-STRONG
NEW HANDRAIL BASE
HOLE IN EACH BASE
" DRAIN2
1DRILL
C/L HANDRAIL
SECTION
PLAN
GALVANIZED PIPE (TYP)
2" DIA. X-STRONG
GENERAL NOTES
A1
TYPICAL HANDRAIL BASE DETAILS
8"
6'-0" (MAX)
H A
N D
R A
IL
D
E T
A
IL
S
D1
TYPICAL HANDRAIL ELEVATION
0 6" 1' 2'SCALE : 1"=1'-0"
GALVANIZED PRIOR TO INSTALLATION.
4. IF HANDRAIL IS CUT IN THE FIELD, PIPE CUTS SHALL BE COLD
EXISTING.
CONTRACTOR SHALL MATCH NEW HANDRAIL HEIGHT TO
3. EXISTING HANDRAIL IS APPROXIMATELY 35" ABOVE EL. 559.27.
C. VERTICAL POSTS CONTINUOUS TO TOP RAIL
B. MAXIMUM POST SPACING = 6'-0"
A. MAXIMUM TOP RAIL LENGTH = 30'-0"
CRITERIA SHALL BE APPLIED, EXCEPT AS NOTED:
2. CONTRACTOR SHALL FIELD VERIFY HANDRAIL. THE FOLLOWING
ALUMINUM FITTINGS.
CONSIST OF GALVANIZED STEEL RAILS AND POSTS WITH CAST
MANUFACTURER'S RECOMMENDATIONS. ALL HANDRAIL SHALL
1. ALL HANDRAIL/FENCING SHALL BE INSTALLED PER
NEW HANDRAIL SUPPORT
A325 GALVANIZED BOLTS
" DIA. ASTM2
1NEW
NEW HANDRAIL SUPPORT
NEW HANDRAIL SUPPORT
DETAIL THIS SHEET
FLANGE, SEE
HANDRAIL BASE
E J
O H
N S
O N
/0
/0
W E
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-B -0
FINAL
ID
Sheet
S O
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NEW CONCRETEEXISTING CONCRETE
" 4
JOINT SEALANT
C O
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PRIOR TO INSTALLATION)
STANDARD HOOK (BEND
#4B ANCHOR - #4 BAR WITH
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#6 BAR X 3'-6"
EPOXY GROUT
EMBED IN
M
IN
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
EMBED IN EPOXY GROUT
CONCRETE PLACEMENT
CENTER ON NEW
C1
JOINT DETAIL
E J
O H
N S
O N
N
#4B ANCHOR - TYPICAL INSTALLATION DETAIL
A3
#6 AND #8 ANCHOR - TYPICAL INSTALLATION DETAIL
/0
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A1
STORAGE YARD PLAN
0 4' 16'8'SCALE : 1/8"=1'-0"
N
NO. 18
PIER
F4
F4
NO. 17
PIER
EXISTING STORAGE YARD EL. 539.0
F4
6 F41
A
ABUTMENT
JUNCTION BOX JB-L13
EXISTING LIGHTING
JUNCTION BOX JB-13
EXISTING POWER
BOX JB-14
JUNCTION
EXISTING POWER
C SERVICE BRIDGEL
F L
O W
FIXTURES (TYPICAL OF 5)
MAINTAIN EXISTING LIGHT
EXISTING STAIRS
GENERAL NOTES
EL. 559.27
CONDUIT IS AT APPROXIMATE
EXISTING ELEVATION OF
1 6
COMPLY WITH 2014 NFPA 70, NATIONAL ELECTRICAL CODE.
3. ALL ELECTRICAL EQUIPMENT AND INSTALLATION SHALL
SHALL BE APPROVED BEFORE INSTALLATION.
CONTACT WITH EACH OTHER. ALL BRACKETS & HARDWARE
2. DISSIMILAR METALS SHALL NOT BE INSTALLED IN DIRECT
BY THE CONTRACTOR.
OTHERWISE AND SHALL BE PROVIDED AND INSTALLED
ALL EQUIPMENT SHALL BE NEW UNLESS INDICATED1.
KEY NOTES
LEGEND
RGS
EXISTING F4 FLOODLIGHT FIXTURE
JUNCTION BOX
EXPOSED RGS CONDUIT
RIGID GALVANIZED STEEL (RGS) CONDUIT
F4
F4
WIRING AND TEMPORARY WIRING SUPPORTS.
FIXTURES TO PERMANENT WIRING. REMOVE ALL TEMPORARY
RESTORED CONDUITS AND RECONNECT THE EXISTING LIGHT
6. REINSTALL EXISTING ELECTRICAL CONDUCTORS INTO
IDENTIFICATION OF NEW HANDRAIL SUPPORTS.
AS APPROVED. SEE STRUCTURAL DRAWINGS FOR
HARDWARE SHALL BE HOT-DIPPED GALVANIZED MATERIAL
SECURE THIS NEW CONDUIT SECTION. CLAMPS AND
(OR STRAPS) SHALL BE PROPERLY INSTALLED TO FASTEN AND
CLAMPS OR BOLTED CONDUIT STRAPS. TWO CONDUIT CLAMPS
THE NEW HANDRAIL SUPPORTS WITH APPROVED BEAM
INSTALLED TO SPAN PIER NO. 17 AND SHALL BE SECURED TO
" RGS CONDUIT. THE NEW RGS CONDUIT SHALL BE4
WITH APPROXIMATELY 12 FEET LENGTH OF NEW STRAIGHT
" DIA. RGS CONDUIT. REPLACE4
35. REMOVE EXISTING BENT
CONDUIT EXPANSION AND CONTRACTION.
FITTING ON EACH SIDE OF PIER NO. 17 TO ALLOW PROPER
CONTRACTION RGS CONDUIT FITTINGS. LOCATED ONE NEW
" EXPANSION AND4
3 PROVIDE AND INSTALL TWO NEW
" CONDUIT COUPLING FITTINGS.4
34. REMOVE EXISTING
SEE KEY NOTE 6 BELOW.
CLEAR FOR WALKING FOR DAM OPERATION PERSONNEL.
THE DAM SERVICE BRIDGE PATHWAY SHALL BE MAINTAINED
CONSTRUCTION WORK UNDER THIS CONTRACT.
THE GIRDERS AND UP TO THE LIGHT FIXTURES TO AVOID
AND SECURED UNDER THE SERVICE BRIDGE ROUTED BELOW
CONDUCTORS SHALL BE EXPOSED WIRING SUPPORTED,
F4 FIXTURE ON THE END OF PIER NO. 18. TEMPORARY
ON THE UPSTREAM SIDE OF THE SERVICE BRIDGE AND ONE
FROM JUNCTION BOX JB-L13 TO TWO F4 FIXTURES LOCATED
IS RESTORED. ALSO, PROVIDE TEMPORY CONDUCTORS
CONDUIT WORK ON PIER NO. 17 IS COMPLETE AND CONDUIT
CONDUCTORS WHICH SHALL BE RE-INSTALLED WHEN NEW
FITTINGS. STORE AND PROTECT THE EXISTING
STRUCTURAL WORK AND NEW CONDUIT SECTION AND
PIER NO. 18 BACK TO JUNCTION BOX JB-L13 TO FACILITATE
CONDUITS FROM THE F4 LIGHT FIXTURE LOCATED ON
3. REMOVE EXISTING ELECTRICAL CONDUCTORS FROM
" RGS LIGHTING CONDUITS.4
32. MAINTAIN EXISTING
MAINTAIN EXISTING ELECTRICAL FIXTURES.1.
E L E
C T
R
IC
A L L
IG
H T
IN
G P
L A
N
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ID
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L
BRIDGE
C SERVICE
0 1' 2' 4'SCALE : 1/2"=1'-0"
SA301
A1
SA301
C1
EL 546.80
EL 559.27
EL 550.80
YARD CONCRETE
TOP OF STORAGE
EL 539.50
JOINT
EXISTING CONSTRUCTION
EL 546.80
EL 550.80
(BOTH SIDES)
PARAPET WALL
REMOVE EXISTING
REMOVED AS PART OF BASE BID
UPSTREAM CURTAIN WALL TO BE
EL 555.77
SA201
GENERAL NOTES
0 1' 2' 4'SCALE : 1/2"=1'-0"
L
BRIDGE
C SERVICE
EL 546.80
EL 559.27
JOINT
EXISTING CONSTRUCTION
EL 546.80
EL 550.80
EL 555.77
SA301
A3
EL 534.50
EL. 555.77 TO EL. 546.80
REMOVE CONCRETE FROM
(BOTH SIDES)
PARAPET WALL
REMOVE EXISTING
PART OF BASE BID
BE REMOVED AS
CURTAIN WALL TO
UPSTREAM
ELECTRICAL DRAWINGS
CONDUITS. SEE
EXISTING ELECTRICAL
EL 536.75
A1
ELEVATION - ABUTMENT A - STORAGE YARD SIDE
A3
ELEVATION - ABUTMENT A - RIVER SIDE
E J
O H
N S
O N
OF THE GROUT TO 75% OF DESIGN STRENGTH.
PASSING OVER THE BRIDGE BEARINGS, INCLUDING CURING
COMPLETED PRIOR TO THE TRAVELING CRANE FROM
BE AFFECTED BY THE TRAVELING CRANE SHALL BE
BEARING PADS. ANY WORK ON BEARING PADS WHICH MAY
THE SERVICE BRIDGE AND TRANSFER LOADS INTO THE
AS THIS WILL REQUIRE THE TRAVELING CRANE TO TRANSIT
INVOLVING BULKHEAD PLACEMENT BY THE GOVERNMENT,
BEARING PAD SHALL BE COORDINATED WITH WORK 3.
DRAWINGS.
CURTAIN WALL TO EL 550.80 AS DETAILED ON THE
CURTAIN WALLS TO EL. 546.80 AND CONSTRUCT NEW
THE CONTRACTOR SHALL REMOVE ALL CONCRETE ON THE 2.
REMOVING BULKHEADS.
SPECIFICATIONS FOR LIMITATIONS ON SETTING AND
GATE TO BE LOWERED BELOW THE REMOVAL LIMITS. SEE
GATE BAY ADJACENT TO THE PIER TO ALLOW THE TAINTER
RIVERFACE, IT WILL BE REQUIRED TO BULKHEAD OFF THE
IN ORDER TO PERFORM THE WORK ON ABUTMENT A 1.
SEE NOTE 2
EL. 555.77 TO EL. 546.80
REMOVE CONCRETE FROM
/0
/0
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C PIER
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C BEARING
L
STA. 520.0A
C SERVICE BRIDGE
4"
L LC GIRDER C GIRDER
6"
LC PIER
9"9"
L
STA. 520.0A
C SERVICE BRIDGE
"4 16'-4"16
910'-0
C1
SECTION
A1
SECTION
9"
0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"
MAINTAIN EXISTING DOORWAY
EACH DIRECTION
@ 2'-0" C. TO C.
PLATE ANCHORS
#6 @ 12
EL. 550.80 TO EL. 546.80 AND RECONSTRUCT
REMOVE CONCRETE COMPLETELY FROM
#4B REMOVE PARAPET WALL
4'-10" 4'-10"
"4
11'-6REMOVE PARAPET WALL
#6B @ 12
PART OF BASE BID
CURTAIN WALL AS
CONCRETE
REMOVE
SA301
A1
SA302
1'-6"
A3
SECTION
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
9" 9"
#4B
VARIES
PERIMETER OF STEEL
3" SAWCUT AROUND
EXISTING EMBEDDED STEEL
EXISTING ANCHORS TO REMAIN
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FINAL
ID
Sheet
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US Army Corps
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US Army Corps
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A
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A1
SECTION
0 1' 2' 4'SCALE : 1/2"=1'-0"
EL 550.80
#6B @ 12
#6 @ 12
EL 546.80
EACH DIRECTION
@ 2'-0" C. TO C.
PLATE ANCHORS
EL. 543.80
EXTEND #4B TO
SA302
2'-0"1'-0"
C L E
A R
WIDTH OF PIER
@ 1'-0" ACROSS
(2) #6 ANCHORS
SEE SPECIFICATIONS
FOR NEW CONCRETE PLACEMENT.
PREP SURFACE AT EXISTING CONCRETE
WIDTH OF PIER
(2) #6 FULL
OF PIER
AROUND PERIMETER
@ 2'-0" E.W.
PLATE ANCHORS
9"
9"
C L E
A R
MATCH EXISTING PROFILE
CONSTRUCTION JOINT.
PROVIDE CHAMFER AT EXISTING
MATCH EXISTING PROFILE
CONSTRUCTION JOINT.
PROVIDE CHAMFER AT EXISTING
GENERAL NOTES
IN THE BASE BID WILL NOT BE USED.
EXTENDED INTO LOWER PLACEMENT. THE #4B DETAILED
IF OPTION A IS AWARDED, THE #4B BAR SHALL BE 1.
EL 539.50 ±
REPAIR, SEE BASE BID DRAWINGS
FOR DETAILS OF CURTAIN WALL
#4B @ 12, SEE NOTE 1
O P
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N A
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IR
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6" 6"
E J
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#6 @ 12
@ 1'-0"
#6 ANCHOR
@ 1'-0"
#6 ANCHOR
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0 6" 1' 2'SCALE : 1 1/2"=1'-0"
1'-6" 2" MIN. CLEARANCE
NEW CONCRETEEXISTING CONCRETE
EPOXY GROUT
EMBED IN
" DIA. THREADED BAR4
WITH 2 NUTS
" x 3" x0'-3" PLATE8
CONCRETE REMOVAL LINE
PLACEMENT SEE SPECIFICATIONS
CONCRETE FOR NEW CONCRETE
PREP SURFACE OF EXISTING
SA501A1
DETAIL - PLATE ANCHORS
E J
O H
N S
O N
/0
/0
W E
K -1
-B -0
FINAL
ID
Sheet
S O
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A1
STORAGE YARD PLAN
0 4' 16'8'SCALE : 1/8"=1'-0"
N
NO. 17
PIER
EXISTING STORAGE YARD EL. 539.0
A
ABUTMENT
JUNCTION BOX JB-L13
EXISTING LIGHTING
JUNCTION BOX JB-13
EXISTING POWER
BOX JB-14
JUNCTION
EXISTING POWER
C SERVICE BRIDGEL
F L
O W
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E
A -0
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P L
A N
FOUNDATION
CONDUIT
" SPARE2
WINCH BASE
CONCRETE
EXISTING
WINCH BASE
EXISTING CONCRETE
EA001
NATIONAL ELECTRICAL CODE.
2. ALL ELECTRICAL EQUIPMENT AND INSTALLATION SHALL COMPLY WITH 2014 NFPA 70,
PROVIDED AND INSTALLED BY THE CONTRACTOR.
ALL EQUIPMENT SHALL BE NEW UNLESS INDICATED OTHERWISE AND SHALL BE1.
NOTES
KEY NOTES
LEGEND
RGS
BURIED PVC-COATED RGS CONDUIT
EXPOSED RGS CONDUIT
RIGID GALVANIZED STEEL (RGS) CONDUIT
O P
T
IO
N A
EMBEDDED GROUND WIRE
MAINTAIN AND PROTECT
INTRUSION.
LIGHTING CONDUCTOR TERMINATIONS SHALL BE PROTECTED FROM DIRT AND WATERF.
TO REINSTALL EXISTING FD OUTLET BOX.
PROVIDE FOUR (4) NEW STAINLESS STEEL CONCRETE ANCHOR BOLTS AND HARDWAREE.
STAINLESS STEEL HARDWARE FOR ALL OF THE NEW CONDUIT STRAPS.
PROVIDE AND INSTALL NEW STAINLESS STEEL CONCRETE EXPANSION ANCHOR BOLTS AND
CONDUIT. STRAPS SHALL BE NEW, ONE-HOLE MALLEABLE IRON TYPE WITH STRAP BACKS.
PROVIDE AND INSTALL NEW 3/4”CONDUIT STRAPS TO REINSTALL THE EXISTING LIGHTINGD.
ON ABUTMENT A.
CIRCUIT CONDUCTORS IN THE CONFIGURATION SIMILAR TO WHICH IT ORIGINALLY EXISTED
RE-INSTALL THE 3/4”RGS LIGHTING CONDUIT, FITTINGS, FD OUTLET BOX, AND LIGHTINGC.
COMPLETE.
CONDUCTORS TO ENSURE THEY CAN BE REINSTALLED AFTER CONCRETE WORK IS
SAFELY STORE AND PROTECT THE EXISTING 3/4”RGS LIGHTING CONDUIT ANDB.
THE LOWER ELEVATION ON ABUTMENT A TO THE GATE INDICATOR LIGHT FIXTURE.
CONDUIT EXISTS ROUTED FROM THE TOP OF ABUTMENT A THEN SURFACE ROUTED TO
THE EQUIPMENT WHEN THE CONCRETE WORK IS COMPLETED. THIS LIGHTING
ABUTMENT A. REMOVE EXISTING EQUIPMENT WITH THE INTENTION TO REINSTALL
DEMOLITION AND NEW CONCRETE PLACEMENT ON THE DOWNSTREAM FACE OF
CONDUIT FITTINGS, AND FD 4X4 OUTLET BOX AS REQUIRED TO ALLOW CONCRETE
CAREFULLY REMOVE EXISTING 3/4” RIGID GALVANIZED STEEL (RGS) LIGHTING CONDUIT,A.
REPAIR WORK.
REMOVAL AND REINSTALLATION OF ELECTRICAL CONDUIT AND WIRES WITH CONCRETE
EXISTING TAINTER GATE POSITION INDICATOR LIGHT FIXTURE CONDUIT: COORDINATE 2.
NEW CONDUIT STRAPS.
EXPANSION ANCHOR BOLTS AND STAINLESS STEEL HARDWARE FOR ALL OF THE
STRAP BACKS. PROVIDE AND INSTALL NEW STAINLESS STEEL CONCRETE
RGS CONDUIT. STRAPS SHALL BE NEW, ONE-HOLE MALLEABLE IRON TYPE WITH
PROVIDE AND INSTALL NEW 1”CONDUIT STRAPS TO REINSTALL THE GROUNDINGE.
ON ABUTMENT
CONDUCTOR IN THE CONFIGURATION SIMILAR TO WHICH IT ORIGINALLY EXISTED
RE-INSTALL THE 1” RGS GROUNDING CONDUIT AND 2/0 AWG GROUNDINGD.
COMPLETE.
CONDUCTOR TO ENSURE IT CAN BE REINSTALLED AFTER CONCRETE WORK IS
SAFELY STORE AND PROTECT THE EXISTING 1”RGS GROUNDING CONDUIT ANDC.
DAM GROUNDING CONDUIT EXISTS ROUTED.
TO REINSTALL THE EQUIPMENT WHEN THE CONCRETE WORK IS COMPLETED. THE
NEW CONCRETE PLACEMENT. REMOVE EXISTING EQUIPMENT WITH THE INTENTION
GROUNDING CONDUCTOR AS REQUIRED TO ALLOW CONCRETE DEMOLITION AND
PENETRATION. THIS CONDUIT CONTAINS ONE 2/0 AWG BARE STRANDED COPPER
JB-14 ON ABUTMENT A DOWN TO THE STORAGE YARD CONCRETE FLOOR
CONDUCTOR CONDUIT FROM THE GROUNDING CONNECTION IN JUNCTION BOX
CAREFULLY REMOVE EXISTING 1”RIGID GALVANIZED STEEL (RGS) GROUNDINGB.
IS NO WAY TO REPLACE IT TO THE GROUNDING FIELD
THE EXISTING GROUNDING CONDUCTOR SHALL NOT BE CUT BECAUSE THEREA.
OF THE EXISTING GROUNDING CONDUIT WITH THE ADJACENT.
EXISTING GROUNDING CONDUIT: COORDINATE REMOVAL AND REINSTALLATION 1.
A B
U T
M E
N T A C
O N
D U
IT
S
E J
O H
N S
O N
/0
E
K -1
-B -0
FINAL
ID
Sheet
S O
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N N
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D W
N B
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BRIDGE
C SERVICE
SHOWN FOR CLAIRITY.
NOTE: SERVICE BRIDGE NOT
0 1' 2' 4'SCALE : 1/2"=1'-0"
EL 546.80
EL 559.27
JOINT
EXISTING CONSTRUCTION
EL 546.80
EL 550.80
EL 555.77
SB301
C1
SB301
A1 (BOTH SIDES)
PARAPET WALL
REMOVE EXISTING
PART OF BASE BID
BE REMOVED AS
CURTAIN WALL TO
UPSTREAM
ELECTRICAL DRAWINGS
CONDUITS. SEE
EXISTING ELECTRICAL
SB201
EL 539.50 ±
P
IE
R N
O R
E P
A
IR
S
A1
ELEVATION - PIER NO. 17
E J
O H
N S
O N
SEE NOTE 2
EL. 555.77 TO EL. 546.80
REMOVE CONCRETE FROM
OF THE GROUT TO 75% OF DESIGN STRENGTH.
PASSING OVER THE BRIDGE BEARINGS, INCLUDING CURING
COMPLETED PRIOR TO THE TRAVELING CRANE FROM
BE AFFECTED BY THE TRAVELING CRANE SHALL BE
BEARING PADS. ANY WORK ON BEARING PADS WHICH MAY
THE SERVICE BRIDGE AND TRANSFER LOADS INTO THE
AS THIS WILL REQUIRE THE TRAVELING CRANE TO TRANSIT
INVOLVING BULKHEAD PLACEMENT BY THE GOVERNMENT,
BEARING PAD SHALL BE COORDINATED WITH WORK 2.
DRAWINGS.
CURTAIN WALL TO EL 550.80 AS DETAILED ON THE
CURTAIN WALLS TO EL. 546.80 AND CONSTRUCT NEW
THE CONTRACTOR SHALL REMOVE ALL CONCRETE ON THE 1.
GENERAL NOTES
/0
/0
W E
K -1
-B -0
FINAL
ID
Sheet
S O
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A T
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N N
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D W
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D B
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D B
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C PIER
C BEARING
C BEARING
L
STA. 520.0A
C SERVICE BRIDGEL LC GIRDER C GIRDER
LC PIER
9"9"
L
STA. 520.0A
C SERVICE BRIDGE
C1
SECTION
A1
SECTION
0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"
6"
4"
O P
T
IO
N B
S E
C T
IO
N S
"4 16'-4"16
1310'-1
SB301
VARIES
REMOVE PARAPET WALL1'-6" "4
11'-6
4'-10"4'-10"
REMOVE PARAPET WALL
PART OF BASE BID
CURTAIN WALL AS
CONCRETE
REMOVE
#6 @ 12
#6B @ 12
SB302
A1
P
IE
R N
O R
E P
A
IR
S
EACH DIRECTION
@ 2'-0" C. TO C.
PLATE ANCHORS
#4B
#4B
E J
O H
N S
/0
/0
W E
K -1
-B -0
FINAL
ID
Sheet
S O
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A
IR
S
A1
SECTION
0 1' 2' 4'SCALE : 1/2"=1'-0"
EL 539.50
EL 550.80
#6B @ 12
#6 @ 12
EL 546.80
EACH DIRECTION
@ 2'-0" C. TO C.
PLATE ANCHORS
EL. 543.80
EXTEND #4B TO
SB302
2'-0"1'-0"
C L E
A R
WIDTH OF…
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