Attachment 1 - Plans.pdf
PDF 35 MB Posted
- Solicitation number
- W912P922C0015
About this file
This document provides details on a federal contract award notice. The U.S. Army Corps of Engineers Engineering District St. Louis awarded contract number W912P922C0015 to Massman Construction Co. on September 6, 2022 for $10,115,316.00. The contract is for lock wall modifications at Lock and Dam 25 as part of the Navigation and Ecosystem Sustainability Program's Phase 1 work in the St. Louis District. Attachment 1 contains the related plans file.
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| Attachment 2 - Specifications.pdf |
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Text version
®of Engineers
US Army Corps of Engineers
St. Louis District
WINFIELD, MISSOURI
N E
S P
L -G
-0 .D
G N
G-001
C O
V E
R S
H E
E T
MODIFICATIONS
PHASE 1: EXISTING LOCKWALL
IN
L
A N
D N
A V
IG
A T
IO
N D
E S
IG
N C
E N
T E
R
LOCK AND DAM NO. 25 - NEW 1200' LOCK
SUSTAINABILITY PROJECT (NESP)
NAVIGATION ECOSYSTEM
W912P922R0023Solicitation:
MAY 2022
Contract: W912P922C0015
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C T N
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B E
R
M -L
-2
W P
R
M A
Y
W P
C
INDEX OF DRAWINGS (CONT.)
REFERENCE DRAWING INDEX
INDEX OF DRAWINGS
SHT TITLE
G-001
G-002
G-003
GENERAL
COVER SHEET
PROJECT LOCATION AND VICINITY MAPS
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
SHEET ID X-000
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
A A
C-501
D5
C-302
ELEVATION
TOP FRONT SIDE
SECTION
D5
C-302
D5
DETAIL/SECTION
DETAIL/SECTION
SCALE:
SUPPLEMENTAL INFORMATION
SCALE:
SUPPLEMENTAL INFORMATION
* UNLESS OTHERWISE NOTED ON EACH SHEET
P.I. POINT
FENCE
AND NUMBER
DWG OUTLINE
EXISTING CONTOUR
LIMITS OF WORK
M-301
M-501INDEX OF DRAWINGS, LEGENDS, AND GENERAL NOTES
SITE PLAN, STAGING PLAN, AND WORK LIMITSG-100
STRUCTURAL DRAWINGS
G-002
A N
D G
E N
E R
A L N
O T
E S
IN
D
E X O
F D
R A
W
IN
G S L E
G E
N D
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MECHANICAL DRAWINGS
GENERAL:
M-502
M-503
FLOATING MOORING BITT DETAILS - SHEET 1 OF 3
FLOATING MOORING BITT DETAILS - SHEET 2 OF 3
FLOATING MOORING BITT ELEVATIONS
FLOATING MOORING SECTIONS AND DETAILS
ELECTRICAL DRAWINGS
E-101 CONDUIT MODIFICATIONS - OVERALL PLAN
EXISTING CONDUIT - MODIFICATIONS PLANS
NEW CONDUIT PLANSE-103
E-102
E-501 CONDUIT AND PULLBOX DETAILS
SHT TITLE
HYDRAULIC DRAWINGS
H-101
H-103
H-102
H-104
H-107
H-105 POOL AND TAILWATER STAGE HYDROGRAPHS - 1998 TO 2012
POOL AND TAILWATER STAGE HYDROGRAPHS - 1983 TO 1997
POOL AND TAILWATER STAGE HYDROGRAPHS - 1968 TO 1982
POOL AND TAILWATER STAGE HYDROGRAPHS - 1953 TO 1967
POOL AND TAILWATER STAGE HYDROGRAPHS - 1938 TO 1952
S-503
SG101
S-501
S-502
S-531
S-504
S-511
S-512
LOCATION PLAN
MITER GATE RECESS LINE HOOK AND MOORING BITT - MONOLITHS 219 TO 222
NEW LINE HOOK AND MOORING BITT - MONOLITH 227
NEW LINE HOOK AND MOORING BITT - MONOLITH 218
MOORING BITT RECESS, LINE HOOK AND KEVEL DETAILS - SHEET 1 OF 3
SD101
SD102 DEMOLITION PLAN, ELEVATION AND SECTIONS - MONOLITH 227
DEMOLITION PLAN, ELEVATION AND SECTIONS - MONOLITH 218SD103
SD104
S-532
SD501
SG001
DEMOLITION DETAILS
S-513
S-516
S-515
MOORING BITT RECESS, LINE HOOK AND KEVEL DETAILS - SHEET 3 OF 3
MISCELLANEOUS METAL DETAILS - SHEET 1 OF 2
MITER GATE RECESS ELEVATION
MITER GATE RECESS SECTIONS AND DETAILS
GENERAL STRUCTURAL NOTES
MOORING BITT RECESS, LINE HOOK AND KEVEL DETAILS - SHEET 2 OF 3
MISCELLANEOUS METAL DETAILS - SHEET 2 OF 2
RAILING DETAILSS-517
S-564
S-571
S-561
S-552
S-562
REINFORCING DETAILS - MONOLITH 227
REINFORCING DETAILS - MONOLITH 222
S-563 REINFORCING DETAILS - MONOLITH 218
LINE HOOK AND FMB REINFORCING DETAILS - SHEET 1 OF 2
S-518 LINE HOOK AND KEVEL SUPPORT COLUMN DETAILS
S-572 LINE HOOK AND FMB REINFORCING DETAILS - SHEET 2 OF 2
M-504 FLOATING MOORING BITT DETAILS - SHEET 3 OF 3
20/1.6
20/4.4
LOCK AND DAM NO. 25 - ORIGINAL DRAWINGS
20/5.8
M-L25-20/6.3
MASONRY - UPPER GATES - AUXILIARY LOCK
MASONRY - LAND WALL BETWEEN GATES
GENERAL PLAN
MASONRY - UPPER GATES - MAIN LOCK
SHT TITLE
20/-- MASONRY - INTERMEDIATE WALL BETWEEN GATES
M-L25-20/16.1 LOCATION OF GATE ANCHORAGE AND QUOIN SHOE
M-L25-20/24.3 CROSSOVER FOR WATER AND AIR PIPING
M-L25-4/E-20
LOCK AND DAM NO. 25 - ELECTRICAL & MECHANICAL REHABILITATION
M-L25-4/E-21
M-L25-4/E-22
CONDUIT AND RACEWAY PLAN - DUCT BANK SECTIONS - SHEET 2
CONDUIT AND RACEWAY PLAN - DUCT BANK SECTIONS - SHEET 3
CONDUIT AND RACEWAY PLAN - SHEET 2
CONDUIT AND RACEWAY PLAN - DUCT BANK SECTIONS - SHEET 1
M-L25-4/E-18
SR511
LOCK NO. 25 - MITER GATE ANCHORAGE REPLACEMENT
LOCK AND DAM NO. 25 - RECONSTRUCTION MONOLITH 227
LOCK AND DAM NO. 25 - REINFORCING MONOLITH 148 - SHEET 2 OF 2
SB108
WM
WT
VERT
UNO
TYP
T&B
SYMM
STA
SST
SPEC
SAN
ROW
RD
PL
OC
OF
NTS
NF
MSL
MISC
MIRR
MIN
MECH
MAX
L/W
LG
JT
IF
HT
HORIZ
GR
GALV
FMB
FF
EXIST
EW
EL
EJ
EF
EA
DWG
DIA
CONC
CJ
CLR
CIP
C&G
C/L
BOT
B/L
APPROX
ALUM
ALT W/
ADJ
ABT
WATER MAIN
WALL THICKNESS
VERTICAL
UNLESS NOTED OTHERWISE
TYPICAL
TOP AND BOTTOM
SYMMETRICAL
STATION
STAINLESS STEEL
SPECIFICATIONS
SANITARY
RIGHT-OF-WAY
ROAD
PLATE
ON CENTER
OUTSIDE FACE
NOT TO SCALE
NEAR FACE
MEAN SEA LEVEL
MISCELLANEOUS
MIRROR
MINIMUM
MECHANICAL
MAXIMUM
LANDWARD
LONG
JOINT
INSIDE FACE
HEIGHT
HORIZONTAL
GRADE
GALVANIZED
FLOATING MOORING BITT
FAR FACE
EXISTING
EACH WAY
ELEVATION
EXPANSION JOINT
EACH FACE
EACH
DRAWING
DIAMETER
CONCRETE
CONSTRUCTION JOINT
CLEAR
CAST-IN-PLACE
CURB & GUTTER
CENTER LINE
BOTTOM
BASELINE
APPROXIMATE
ALUMINUM
ALTERNATE WITH
ADJUSTED
ABOUT
H-106 POOL AND TAILWATER STAGE HYDROGRAPHS - 2013 TO 2021
DWG NO.
R-001
R-003
R-002
R-004
R-007
R-005
R-006
R-008
R-010
R-009
R-011
R-012
R-013
NOT USED
NOT USED
NOT USED
NOT USED
DEMOLITION PLAN, ELEVATION AND SECTIONS - MONOLITH 219 TO 222
D5
POOL AND TAILWATER ELEVATION - DURATION CURVE (1952 TO PRESENT)
EXECUTION.
DOCUMENTS SHALL BE APPROVED BY THE CONTRACTING OFFICER IN WRITING PRIOR TO WORK
ANY WORK. MINOR VARIATIONS ARE TO BE EXPECTED AND ANY DEVIATIONS FROM THE CONTRACT
FIELD VERIFIED AND DRAWINGS COORDINATED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF
FROM AVAILABLE SURVEYS AND HISTORIC DRAWING RECORDS. ALL EXISTING CONDITIONS SHALL BE
5. THE EXISTING LOCK BACKGROUNDS AND SURVEY DATA FOR THIS PROJECT WERE DEVELOPED
4. ELEVATIONS SHOWN ON THE DRAWINGS ARE FINAL ELEVATIONS UNLESS OTHERWISE INDICATED.
3. VERTICAL DATUM: MSL NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) (ADJ).
U.S. SURVEY FEET.
2. HORIZONTAL DATUM: MISSOURI EAST (2401) STATE PLANE, NORTH AMERICAN DATUM OF 1983 (NAD 83),
1. STATION NUMBERS ARE SHOWN FOR REFERENCE TO ORIGINAL CONSTRUCTION DRAWINGS ONLY.
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LEGEND
DISTRICT BOUNDARIES
L/D
L/D
L/D
L/D
SPRINGFIELD
CHESTER
STE.GENEVIEVE
PADUCAHCAIRO
MURPHYSBORO
CARLYLE
VANDALIA
SHELBYVILLE
ST.CHARLES
HERMANN
TROY
HARDIN
HANNIBAL
ST.LOUIS
EAST
ST.LOUIS
HAVANA
PEORIA
NEW
LONDON
I L L I N O I S
M I S S O U R I
IOWA
JEFFERSON CITY
R
UNION
ALTONM
I S S
O U
R
I RIVER
UIVR
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C
MARK TWAIN
LAKE
B O
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R
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M
C
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B
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LAKE
WAPPAPELLO
REND
LAKE
BIG
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RI
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I L L I
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M I S S I S S I P P I
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AL
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S
M O I
N
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R I
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S T
RIVE
R
M I S S
I S
SIPPI
R I
V E
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T
T
T
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KY
WINFIELD, MO
LOCK AND DAM NO. 25
PROJECT LOCATION
A8
VICINITY MAP
SCALE: NTSA1
N
SCALE: 1" = 1000'
LOCK AND DAM NO. 25
MAIN LOCK
AUXILIARY LOCK
M
IS
S
IS
S
IP
P I R
IV
E R
F L O
W
SANDY SLOUGH
PROJECT LOCATION MAP - LOCK AND DAM 25
S P
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1. SEE SHEET G-100 FOR WORK AND STAGING AREAS.
GENERAL SHEET NOTES
P
O J E
C T L
O C
A T
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N A
N D V
IC
IN
IT
Y M
A P
S
G-003
SITE ACCESS THROUGH VIA HWY N
SANDY SLOUGH BRIDGE
S T
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W P
C
PIER 6
PIER 7
SEE NOTE 2
ENTRANCE GATE
EXISTING STOPLOG5
SMALL BOAT HOIST (REMOVE/RELOCATE).4
MARINE STAGING AREA3
STORAGE/LAYDOWN AREA2
OFFICE TRAILER AREA1
SEE NOTE 8
EXISTING BOAT HOIST
GARAGE
VEHICLES ONLY
PARKING FOR CONTRACTOR
LINE HOOK RECESS
MOORING BITT /
NEW FLOATING
MONOLITH 227
S P
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G-100
A N
D W
O R
K L
IM
IT
S
S
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E P
L A
N S
T A
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IN
G P
L A
SEE NOTE 2
PARKING AREA
GOVERNMENT
T O S
A N
D Y S
L O
U G
H B
R
ID
G E
PIER 1
PIER 2
PIER 3
PIER 4
PIER 5
PIER 8
PIER 9
PIER 10
PIER 11
FLOW
WALL
INTERMEDIATE
SCALE: 1" = 80'
SITE PLAN AND STAGING PLAN
A1
HOUSE
CENTRAL CONTROL
OBSERVATION PLATFORM
BUILDING
MAINTENANCE
LANDWALL
80' 160'0
GENERAL SHEET NOTES
SEE NOTE 3
SEE NOTE 7
KEYNOTES
GUIDE WALL
WORK AREA LIMITS
SEE NOTE 8
RELOCATION
BOAT HOIST
LOWER MITER GATES
STORAGE BUILDING
LOWER GUIDE WALL
AREA - SEE NOTE 10
PLANTER BED
AREA - SEE NOTE 10
PLANTER BED
SEE SHEET E-102
EXISTING DUCTBANK - TO INSTALL COFFER BOX
EXCAVATION AS REQUIRED
LINE HOOK RECESS
MOORING BITT /
NEW FLOATING
MONOLITH 218
LINE HOOK RECESS
MOORING BITT /
NEW FLOATING
MONOLITH 222
ACTIVITIES. SEE SPECIFICATION SECTION 32 92 19.
RESTORE EXISTING PLANTER BED AREAS WITH TOPSOIL AND SEEDING WHERE IMPACTED BY CONSTRUCTION 10.
OFFICER.
BLOCKING OF LOCK OPERATION WORK AREAS MAY BE ALLOWED WITH APPROVAL OF THE CONTRACTING PORTIONS OF THE INTERMEDIATE WALL WILL NEED TO REMAIN CLEAR FOR LOCK OPERATIONS. TEMPORARY 9.
REMOVE AND RELOCATE SMALL BOAT HOIST. COORDINATE LOCATION WITH CONTRACTING OFFICER.8.
CONSTRUCTION. RETURN STOPLOG WHEN CONSTRUCTION IS COMPLETE.
STOPLOG IS STORED IN THE CONSTRUCTION AREA. REMOVE AND STORE STOPLOG FOR THE DURATION OF 7.
IF APPROVED BY THE CONTRACTING OFFICER.
AN ADDITIONAL PORTION OF THE VISITOR PARKING AREA MAY BE ALLOWED FOR THE CONTRACTOR PARKING 6.
CONTRACTING OFFICER.
A FLOATING PLANT MAY BE TEMPORARILY PLACED OUTSIDE THE MOORING AREA LIMITS IF APPROVED BY THE 5.
SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.
THE LOWER GUIDE WALL. USAGE OF THE MAIN LOCK CHAMBER AND TIMING OF LOCK CLOSURE PERIODS CLOSURE PERIODS, SEE SPECIFICATIONS. MOORING MAY BE ALLOWED WITHIN THE LOCK CHAMBER OR ALONG THE MAIN LOCK WILL BE CONTINUOUSLY OPEN TO RIVER TRAFFIC WITH THE EXCEPTION OF APPROVED LOCK 4.
SHOWN.
MOORING AREA (500' x 70') AVAILABLE TO CONTRACTOR ON THE RIVER SIDE OF THE INTERMEDIATE WALL AS 3.
WORK. USAGE IS SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER.
A PORTION OF THESE AREAS MAY BE OCCUPIED BY OTHER CONTRACTORS DOING CONCURRENT
HATCHED AREAS INDICATE ACCEPTABLE LOCATIONS FOR OFFICE AND/OR STORAGE TRAILERS. 2.
TO COMMENCEMENT OF WORK.
VERIFY EXACT LOCATIONS OF STAGING AND ACCESS WITH THE CONTRACTING OFFICER PRIOR 1.
VISITOR PARKING
SEE NOTE 6
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3. AWS D1.1 STRUCTURAL WELDING CODE - STEEL
INDICATED ON THE DRAWINGS.
CONTRACTOR SHALL ADJUST DEMOLITION LIMITS AS REQUIRED TO REMOVE ALL CONDUIT DUCT BANKS AT LOCATIONS
4. LOCATIONS OF THE EXISTING ELECTRICAL CONDUITS EMBEDDED IN THE LOCK WALL CONCRETE ARE APPROXIMATE.
VERIFIED BY THE CONTRACTOR PRIOR TO REMOVING, RELOCATING OR DEMOLITION OF ANY EXISTING ITEMS.
DRAWING RECORDS. ALL EXISTING CONDITIONS AND ALL LOCATIONS OF EXISTING LOCK FEATURES SHALL BE FIELD
3. THE EXISTING LOCK BACKGROUNDS FOR THIS PROJECT WERE DEVELOPED FROM AVAILABLE SURVEYS AND HISTORIC
ELEVATIONS REPRESENT THE FINAL ELEVATION AFTER PLACEMENT OF ALL CONCRETE.
2. ELEVATIONS SHOWN ARE IN FEET AND ARE REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (1973 ADJUSTED).
1. STATION NUMBERS ARE SHOWN FOR REFERENCE TO ORIGINAL CONSTRUCTION DRAWINGS, ONLY.
2. CORPS OF ENGINEERS ETL 1110-2-584, DESIGN OF HYDRAULIC STEEL STRUCTURES.
4. AWS D1.4 STRUCTURAL WELDING CODE - REINFORCING STEEL
1. AISC MANUAL OF STEEL CONSTRUCTION, FOURTEENTH EDITION
HYDRAULIC STRUCTURES.
6. CORPS OF ENGINEERS EM 1110-2-2104, STRENGTH DESIGN FOR REINFORCED CONCRETE
CODES AND REGULATIONS:
STRUCTURAL STEEL AND WELDING:
CONCRETE: MISCELLANEOUS:
DEMOLITION:
5. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS.
AWS A2.4. WELD SYMBOLS INDICATE ONLY SIZE AND TYPE OF WELD REQUIRED. DETAILED WELDING INFORMATION SHALL
3. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY (AWS) AND ARE IN ACCORDANCE WITH
2. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1.
ASTM F1554, GR 105, Fy = 105 ksij. ANCHOR RODS
ASTM A53, GRADE B, Fy = 35 ksii. PIPES
ASTM A572, GR 50, Fy = 50 ksih. ALL OTHER PLATES
ASTM A36, Fy = 36 ksig. BENT PLATES FOR EDGE PROTECTION
ASTM A519, GR 4130, CONDITION SRf. TUBING FOR LINE HOOKS
ASTM A500, GR C, Fy = 50 ksie. RECTANGULAR HSS
ASTM A500, GR C, Fy = 46 ksid. ROUND HSS
ASTM A36, Fy = 36 ksi OR ASTM 572, GR 50, Fy = 50 ksic. OTHER ROLLED SECTIONS
ASTM A572, GR 50, Fy = 50 ksib. HP SHAPES
ASTM A992, Fy = 50 ksia. W SHAPES
1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOW TYPES AND GRADES UNLESS NOTED OTHERWISE.
FOR COMPLETE STEEL FABRICATION SPECIFICATIONS, SEE SECTION 05 50 15
CONCRETE AS NOTED
INDICATES NEW CIP CONCRETE OR EXISTING4.
3. INDICATES AREA OF NEW CIP CONCRETE
BEYOND VERTICAL OR HORIZONTAL SURFACE.
2. INDICATES CONCRETE REMOVAL LIMITS
AT SURFACE.
1. INDICATES AREA OF CONCRETE REMOVAL
DRAWING LEGEND
Db Db
D
D
D b A
N D .5
G R
E A
T E
R O
F
6D b
A N
D
G R E A T E R O
F
12Db
L d h
L d h
D Db
NTS
STANDARD END HOOK
NTS
STIRRUP, TIE & HOOK
SECTION
CRITICAL
135°
CONCRETE, CONTINUED:
8. SEE SPECIFICATIONS FOR ADHESIVE REQUIREMENTS AND FOR TESTING OF ADHESIVE ANCHORS AND DOWELS.
LENGTHS SHALL BE AS SHOWN ON THE DRAWINGS.
MANUFACTURER'S RECOMMENDATIONS. HOLE SIZES SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS. EMBEDMENT
7. ALL HOLES FOR ADHESIVE ANCHORS AND DOWELS SHALL BE HAMMER DRILLED AND PREPARED IN ACCORDANCE WITH THE ADHESIVE
6. ALL EXPOSED 90-DEGREE CONCRETE CORNERS SHALL BE CHAMFERED 1" U.N.O.
REINFORCING COVER SHALL BE MAINTAINED UNLESS OTHERWISE NOTED.
DRAWINGS ARE AT THE FACE OF THE LOCK WALL CHAMBER CONCRETE. ACCOUNTING FOR THIS SLOPE, CONCRETE
5. TOP OF LOCK WALLS SLOPE UPWARDS AWAY FROM LOCK CHAMBER AT 1" IN 10 FT. TOP OF WALL ELEVATIONS GIVEN ON THE
SMOOTH LINE ON THE SURFACE AT THE INTERFACE OF THE NEW AND EXISTING CONCRETE.
THE FACE OF THE LOCK WALL OR TOP SURFACE OF THE LOCK MONOLITH, WHICH SHALL BE LEFT UNROUGHENED TO CREATED A
ROUGHENED TO A SURFACE PROFILE WITH A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH EXCEPT FOR AREAS WITHIN 2 INCHES OF
4. UNLESS OTHERWISE NOTED, ALL SURFACES OF EXISTING CONCRETE TO WHICH NEW CONCRETE WILL BE BONDED SHALL BE
3. UNIFORM SURFACE FINISH REQUIREMENT SHALL BE BROOM FINISH FOR THE TOP OF LOCK MONOLITHS.
LENGTH, Ld, INCHES
MINIMUM EMBEDMENT
LENGTH, Lst, INCHES
MINIMUM LAP
TOP
OTHER
TOP OTHER
SIZE
BAR
REINFORCEMENT EMBEDMENT AND SPLICE TABLE - 5,000 PSI
Ldh
LENGTH, INCHES
HOOK DEVELOPMENT
TABLE 1
HORIZONTAL BARS GREATER THAN 12 INCHES ABOVE A CONSTRUCTION JOINT CONSTITUTE A TOP BAR.B.
IS CAST IN THE MEMBER BELOW THE BAR.
TO A HORIZONTAL PLANE AND ARE PLACED SUCH THAT MORE THAN 12 INCHES OF FRESH CONCRETE
TOP BARS ARE HORIZONTAL BARS, AND BARS INCLINED LESS THAN 45 DEGREES, WITH RESPECTA.
TABLE NOTES:
TABLE SHALL BE CLASS B SPLICES WITH LENGTHS CALCULATED IN ACCORDANCE WITH ACI 318.
CONTRACTING OFFICER, WILL BE AT THE CONTRACTOR’S EXPENSE. LAP SPLICES FOR CONDITIONS NOT COVERED BY THE OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER THAN ANY ADDITIONAL SPLICES REQUIRED BY THE
DRAWINGS, WHERE ESSENTIAL TO CONSTRUCTABILITY, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER. SPLICES
SMALLER BAR. THE CONTRACTOR WILL BE ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED IN THE
LENGTH SHALL BE THE LARGER OF THE DEVELOPMENT LENGTH OF THE LARGER BAR OR THE SPLICE LENGTH OF THE
LENGTHS ARE NOT OTHERWISE INDICATED. WHEN BARS OF DIFFERENT SIZE ARE LAP SPLICED IN TENSION, THE SPLICE
G) THE EMBEDMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND EMBEDMENT LENGTHS WHERE
F) EMBEDMENT LENGTHS AND LAP SPLICE LENGTHS SHALL BE AS SHOWN IN TABLE 1 ON THIS SHEET.
CONTRACTING OFFICER, IT IS ESSENTIAL TO REASONABLE CONSTRUCTABILITY OR TO MISS EMBEDDED ITEMS.
OF BARS PARTIALLY EMBEDDED IN CONCRETE WILL NOT BE APPROVED EXCEPT WHERE, IN THE OPINION OF THE
DOWELS MAY BE ADJUSTED SLIGHTLY TO AVOID OBSTRUCTIONS OR HORIZONTAL OBSTRUCTIONS. FIELD BENDING
FIELD TO AVOID CONSTRUCTION JOINTS, OPENINGS, EMBEDDED ITEMS, OR OTHER OBSTRUCTIONS. VERTICAL
E) SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, BARS MAY BE SHIFTED SLIGHTLY OR BENT IN THE
OF STANDARD PRACTICE", OF THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI). MSP-1
D) PLACE REINFORCEMENT AND PROVIDE SUPPORTS FOR REINFORCING STEEL IN ACCORDANCE WITH THE "MANUAL
C) HOOKS IN BARS SHALL CONFORM TO THE REQUIREMENTS OF PARAGRAPH 25.3 OF ACI 318-14.
BE 4" FOR TOP OF LOCK MONOLITH AND VERTICAL FACES OF WALL (SEE NOTE 4.)
B) CLEAR COVER REINFORCEMENT, EXCEPT AS OTHERWISE INDICATED OR AS SHOWN ON THE DRAWINGS, SHALL
PARAGRAPH 20.2 OF ACI 318-14.
A) ALL REINFORCEMENT SHALL BE ASTM A615 GRADE 60. DEFORMED BARS SHALL MEET THE REQUIREMENTS OF
2. REINFORCEMENT REQUIREMENTS:
1. STRENGTH AND TYPE: ALL CAST-IN-PLACE CONCRETE SHALL BE f'c=5,000psi.
FOR COMPLETE CONCRETE SPECIFICATIONS, SEE SEC. 03 30 00.
N E
R A
L S
T R
U C
T U
R A
L N
O T
E S
10. SEE ELECTRICAL SHEETS FOR ADDITIONAL DEMOLITION NOTES.
ACCEPTABLE ROUNDING IS A 3" X 3" CHAMFER. SAWCUT EDGES SHALL NOT BE CHAMFERED.
ARE TO BE SURROUNDED BY NEW CONCRETE ARE TO BE ROUNDED TO REMOVE SHARP CORNERS. MINIMUM
9. ALL 90-DEGREE OR SHARPER CORNERS IN EXISTING CONCRETE WHICH REMAIN AFTER DEMOLITION AND
PLATES AFTER INSTALLATION OF NEW WORK.
BE REMOVED BY THE CONTRACTOR AND RETAINED FOR RE-USE. THE CONTRACTOR SHALL REINSTALL COVER
8. EXISTING COVER PLATES REMOVED FOR DEMOLITION AND INSTALLATION OF THE NEW WORK SHALL
FRAMES AND NEW ANCHOR RODS. ALL CONDUITS SHALL HAVE A MINIMUM COVER OF 3 INCHES.
INSTALLATION OF THE NEW FRAMES AND NEW ANCHOR RODS OR COME INTO CONTACT WITH THE NEW
THE CONTRACTOR SHALL RELOCATE THE EMBEDDED CONDUITS SUCH THAT THEY DO NOT INTERFERE WITH
7. EXISTING EMBEDDED ELECTRICAL CIRCUITS SHALL BE DE-ENERGIZED AND RE-ROUTED PRIOR TO DEMOLITION.
6. SEE DRAWINGS SD101 THRU SD103 AND SD501 FOR TYPICAL DIMENSIONS AND EXTENT OF DEMOLITION.
DUST AND LOOSE MASONRY MATERIAL.
5. AFTER DEMOLITION AND PRIOR TO PLACING NEW CONCRETE, ALL SURFACES SHALL BE CLEANED OF CEMENT
DELETERIOUS MATERIAL AND ROUGHENED BEFORE NEW CONCRETE IS PLACED UNLESS OTHERWISE NOTED.
DEMOLISHED BUT AGAINST WHICH NEW CONCRETE IS TO BE PLACED, SHALL BE CLEANED OF ALL GREASE, OIL AND OTHER
4. BOTTOM AND SIDE SURFACES OF EXISTING MANHOLES AND ALL OTHER EXISTING CONCRETE SURFACES WHICH ARE NOT
FLUSH WITH CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
3. REMOVE EXISTING HORIZONTAL AND VERTICAL REINFORCING WITHIN THE DEMOLITION LIMITS, CUT ALL BARS
2. THE TERM REMOVE AS USED ON THE DRAWINGS MEANS REMOVE AND DISPOSE OF, UNLESS NOTED OTHERWISE.
LINE BETWEEN NEW AND EXISTING CONCRETE AT ALL VISIBLE SURFACES.
1. WHERE SAWCUTS ARE SHOWN, SAWCUTTING TO A MINIMUM DEPTH OF 2” SHALL BE USED TO CREATE A SMOOTH
FOR COMPLETE DEMOLITION SPECIFICATIONS, SEE SECTION 02 41 00.
L
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B
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2 3 4 5 6 7 8 9 10 w w w .t e tr a te c h .c o m
B e ll e v u e
W A th A v e n u e N
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C le a r
S o lu ti o n
A R
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P S O
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P R
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C T N
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B E
R
F
IL
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A M
E
M A
Y
W P
R
W P
C
D1
S-501
D2
S-503
WITH CONCRETE
FILL MITER GATE RECESS
S T
A
W F
M B R
E C
E S
S
S T
A .5
W L
IN
E H
O O
D K
E V
E L
S T
A
W F
M B R
E C
E S
S
S T
A
W L
IN
E H
O O
D K
E V
E L
FLOW
FLOW
S T
A .7 B
S T
A .0 B
LC LCLCLCS
T
A
W F
M B R
E C
E S
S
S T
A
W L
IN
E H
O O
D K
E V
E L
LCLC
EXISTING BOAT HOIST LOCATION
LAND WALL
INTERMEDIATE WALL
RELOCATED BOAT HOIST. SEE NOTES
APPROXIMATE LOCATION FOR
RIVER WALL
S T
A
N T
E R
L
IN
E P
IN
T L E
S T
A
N T
E R
L
IN
E P
IN
T L E
S T
A
N T
E R
L
IN
E P
IN
T
SCALE: 1/32" = 1'-0"
LOCK PLAN - PROPOSED LOCATION OF NEW WORK
A1
GENERAL SHEET NOTES
E F
L
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IN
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C A
T
IO
N P
L
SG101
T
U
IS
S
A B
Z E
H Z
W
IL
C O
X h h h h
DRAWING S-516 FOR BOAT HOIST ANCHOR DETAIL.
RELOCATE BOAT HOIST AS DIRECTED BY CONTRACTING OFFICER. SEE 2.
FLOATING MOORING BITT ASSEMBLIES AT MONOLITHS 218, 222 AND 227.
BUILD FLOATING MOORING BITT RECESS \ LINE HOOKS AND INSTALL 1.
MONO 227 MONO 222 MONO 218
MONO 306
MONO 221 MONO 220 MONO 219
MONO 307
D4
S-502
D1
SD103
D1
SD101
D2
SD102
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O
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D B
Y
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B
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F
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2 3 4 5 6 7 8 9 10 w w w .t e tr a te c h .c o m
B e ll e v u e
W A th A v e n u e N
E S u it e m p le x W o rl d
C le a r
S o lu ti o n
A R
M Y C
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P S O
F E
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IN
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N E
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P R
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C T N
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E N
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E
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Y
W P
R
W P
C
EL. 444.0
EL. 439.75
EL. 405.0
EL. 403.5
EL. 397.0
C U
L V
E R
T "x
'6
EL. 412.75
S T
A B
M O
N O
L
IT
H J
T
S T
A B
M O
N O
L
IT
H J
T
EL. 438.50
LINEHOOK AND MOORING BITT
DEMOLITION AREA FOR
EL. 407.0
PROTECTION
REMOVE CORNER
OH
EL. 421.0
6'-0"10'-0"
PROTECTION
REMOVE CORNER
REMOVE COVERS
COVER PLATES
BEARING AND
REMOVE W12 AND
ANCHORAGE FRAME
REMOVE
S T
A B
M O
N O
L
IT
H J
T
S T
A .5 B
M O
N O
L
IT
H J
T
SAWCUT
SAWCUT
EL. 417.83 EL. 417.83
E A E
N D
EL. 444.0
EL. 405.0
EL. 417.5
EL. 404.0
TOP OF EXISTING CRIBBING
EL. 396.0
EL. 443.17
LINEHOOK
REMOVAL LIMIT
MOORING BITT
EL. 397.0
30'-0''
4'-0''
12'-6" SQ.
CULVERT
EL. 407.0
TOP OF EXISTING STONE
DRAIN
12"Ø
AS REQUIRED TO INSTALL COFFERDAM
REMOVE AND REPLACE EXISTING STONE
1'-8''
FMB RECESS BEYOND
REMOVAL DEPTH AT
F5
SD501
SAWCUT
REMOVAL LIMIT
4'-0''
S T
A
IS
T
IN
G M
O O
R
IN
G
S T
A
IS
T
IN
G L
A D
D E
R
S T
A
T
A
A
A
.5
B
23'-6''27'-0''37'-0''
FLOW
3'-0''
OF CONCRETE
EXISTING FACE
AND CHIP BELOW
SAW CUT 2' DEEP
REMOVAL LIMIT
S L
O P
E
OF CONCRETE
EXISTING FACE
E X
IS
T
A R
IN
G L
IP
T
Y
REMOVE W12
MAINTAIN 4'-0" WIDE CLEAR TRAVEL
PATH. COORIDINATE CLOSURES
WITH CONTRACTING OFFICER
EXISTING DRAIN
EXISTING CHECK POST
5'-0''
ANGLES AND GRATING
REMOVE EDGE
MONOLITH 221 MONOLITH 220
MONOLITH 222
CORNER PROTECTION
REMOVE VERTICAL
REMAIN
PROTECTION TO
HORIZ CORNER
LEAVE SEAL PL IN PLACE
CORNER PROTECTION
REMOVE VERTICAL
EXIST CHECK POST
PROTECT RAILING
AROUND RECESS
REMOVE RAILING
M O
N O
L
IT
H J
O
IN
T
M O
N O
L
IT
H J
O
IN
T
M O
N O
L
IT
H J
O
IN
T
M O
N O
L
IT
H J
O
IN
T
SEE NOTE 3
CORNER PROTECTION
SEE NOTE 2
DEMOLITION AREA
REMOVE RAILING AT
S L
O P
E
LIGHT RECESS
REMOVE LIGHT FROM
ANCHORAGE FRAME
REMOVE
REMOVAL BELOW EL 443.17
LIMIT OF CONCRETE
MOORING BIT EXCAVATION
DRAIN TO DAYLIGHT INTO
3'-5''
TYP
EXISTING RAILING
ELEV 439.5
FLOOR ELEV 437.75
MACHINERY PIT
ELEV 439.58
INTO MACHINERY PIT
PLUG ANY CONDUIT
EXISTING MANHOLE.
S T
A
EXISTING ANCHORAGE FRAME
(NOT SHOWN)
CONCRETE COVERS
REMOVE PRECAST
1'-0''1'-0"
2'-0''2'-0''
TYP
1'-9"
SAWCUT, TYP
OPEN
12'-6" SQ.
CULVERT
EL 444.0
EL 437.75
EL 403.5
EL 407.0
BEYOND
FACE OF WALL OF COFFERDAM
REQUIRED FOR INSTALLATION
WIDTH OF REMOVAL TO BE AS
AFTER CONSTRUCTION
TO ELEV 402.0 REPLACE STONE
REMOVE STONE AND CRIBBING
2'-6'' 5'-6''MACHINERY PIT
EXISTING
SCALE: 1/8" = 1'-0"
ELEVATION - MONOLITH 219-222
A1
SCALE: 1/4" = 1'-0"
PLAN - MONOLITH 219-222
D1
SECTION
A5
SECTION
A9
E F
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IT
H
T
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M O
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IT
IO
N P
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N E
L E
V A
T
IO
N A
N D S
E C
T
IO
N S
SD101
A T
U B
IS
C
W
IL
L C
S
A B
S E
H Z
RAILINGS NOT SHOWN FOR CLARITY.
NOTE:
RAILINGS NOT SHOWN FOR CLARITY.
NOTE:
RAILINGS NOT SHOWN FOR CLARITY.
NOTE:
SG101
A1
D1
A1, D1
D1
ACCORDANCE WITH THE SPECIFICATIONS.
AGAINST TO REMOVE ALL DIRT, ORGANIC MATERIAL, LAITANCE AND LOOSE CONCRETE IN
ROUGHENED. PRESSURE WASH ALL SURFACES IN WHICH NEW CONCRETE IS TO BE CAST
DECK, AND AREAS WITHIN 2 INCHES OF THE LOCK WALL FACE OR TOP DECK SHALL NOT BE
NEED NOT EXTEND MORE THAN 18 INCHES FROM THE FACE OF THE LOCK WALL OR TOP
NEW CONCRETE TO A MINIMUM AMPLITUDE OF 1/4 INCH EXCEPT THAT THE ROUGHENED AREA
AT MITER GATE RECESS, (UPSTREAM OF STATION 4+38B) ROUGHEN SURFACES TO RECEIVE 6.
DECK.
AT 1/4" MIN AMPLITUDE EXCEPT FOR AREAS WITHIN 2 INCHES OF LOCK WALL FACE OR TOP
STATION 4+38B) ROUGHEN ALL SAWCUT OR CORED SURFACES TO RECEIVE NEW CONCRETE
AT DEMOLITION FOR LINE HOOKS AND FLOATING MOORING BITT RECESS (DOWNSTREAM OF 5.
MATERIAL REMOVAL REQUIRED.
CONTRACTOR SHALL REFER TO LATEST BATHYMETRIC DATA TO DETERMINE THE EXTENT OF
EXTENT OF CRIBBING AND STONE AT FOUNDATION ARE SHOWN PER DESIGN DRAWINGS. 4.
CONCRETE DEMOLITION AND REMOVE WITH CONCRETE
HORIZONTAL PROTECTION REMOVAL: SAW CUT CORNER PROTECTION AT EACH END OF 3.
AREA AND REMOVE ALL RAILS AND POSTS BETWEEN CUTS.
RAILING REMOVAL: CUT RAILS AT FACE OF FIRST POST OUTSIDE OF CONCRETE DEMOLITION 2.
SHOWING LOCATIONS OF WORK.
SEE DRAWING SG101 FOR OVERALL PLAN1.
GENERAL SHEET NOTES
A8
SD501
A8
SD501
A5
A1
SD501
F8
D5
SD501
SD501
D8
SD501
A5
A5
A9
F8
SD501
A2
SD501
F8
SD501
SD501
A2
SD501
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 w w w .t e tr a te c h .c o m
B e ll e v u e
W A th A v e n u e N
E S u it e m p le x W o rl d
C le a r
S o lu ti o n
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M O
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K A
N D D
A M N
O N
E W
L
O C
K
P H
A S
E E
X
IS
T
IN
G L
O C
K W
A L L M
O D
IF
IC
A T
IO
N S
IN
L
A N
D N
A V
IG
A T
IO
N D
E S
IG
N C
E N
T E
R
N A
V
IG
A T
IO
N E
C O
S Y
S T
E M S
U S
T A
IN
A B
IL
IT
Y P
R O J E
C T
N E
S P
M -L
-2
P R
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
M A
Y
W P
R
W P
C
EL 405.0'
EL 403.0'
EL 400.0'
EXISTING 6"Ø DRAIN
AND LADDER
MOORING HOOKS
REMOVE EXISTING
DISCHARGE PORT
EXISTING
6'-0''10'-0''
EL 421.0'
EL 407.0'
SAWCUT
SAWCUT
P L
A N
T E
R B
E D
POST
CHECK
REMOVE
EL 444.0'
EL 405.0'
EL 403.0'
EL 400.0'
REMOVAL LIMITS FOR
NEW LINE HOOK
REMOVAL LIMITS FOR
NEW MOORING BITT
12'-6''
LINEHOOK AND MOORING BITT
DEMOLITION AREA FOR
30'-0''
4'-0''1'-8''
EL 405.0'
EL 443.17'
FMB RECESS BEYOND
REMOVAL DEPTH AT
SD501
F5
SAWCUT
SLAB
EXISTING TREMIE
MONO 227
MONO 226
S T
A
B
S T
A
B
(M O
N O
L
IT
H J
O
IN
T
(M O
N O
L
IT
H J
O
IN
T
31'-0''
11'-0''5'-0'' 5'-0'' 3'-0'' 5'-0''
FACE OF WALL
FLOW
E X
IS
T C
H E
C K P
O S
T
S T
A
B
S T
A .5
B E
X
IS
T
IN
G M
O O
R
IN
G
S T
A
B E
X
IS
T
IN
G L
A D
D E
RMONO 228
SEE NOTE 3
CORNER PROTECTION
5'-0''2
A P P
R O
X
ANCHORAGE FRAME
EXISTING EMBEDED
SPACING
HORIZ & VERT
EXISTING #9 @ 2'-0"
MONO 226MONO 227
THROUGH OUT MONOLITH 227
IN DECK RESURFACING
EXISTING #6 @ 12" EA WAY
AT FOOT OF MONOLITH
DISCHARGE PORT
P L
A N
T E
R B
E D
TOE
SEE NOTE 2
RAILING
ENCLOSURE
EXISTING MACHINERY
SEE NOTE 5.
BOAT HOIST.
CL PINTLE
EA SIDE
1'-6"
@ 6" EA WAY
#9 HORIZ AND VERT
1'-9" TYP
6'-10''1'-7''
3'-0''
EA SIDE
CHECK POST
REMOVE
SAWCUT, TYP
NOT DISTURB. SEE NOTE 6.
EXISTING INCLINOMETER. DO
APPROXIMATE LOCATION OF
CORNER PROTECTION
LADDERS AND RECESS
REMOVE MOORING HOOKS,
N
O L
IT
H
D E
M O
L
IT
IO
N P
L A
N E
L E
V A
T
IO
N A
N D S
E C
T
IO
N
SD102
SCALE: 1/4" = 1'-0"
PLAN - MONOLITH 227-228
MONOLTIH 227- TRANVERSE SECTION
SCALE: 1/8" = 1'-0"
A7
ELEVATION MONOLITH 227-228
A2
F
L
IC
K
IN
G E
R
A T
U B
IS
S S
A B
S E
H Z
A R
C
W
IL
L C
O X
SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.7.
BURIED INCLINOMETER. PRECISE LOCATION UNKNOWN).
DO NOT DISTURB SOIL IN PLANTER BED. (PLANTER BED CONTAINS 6.
CONTRACTING OFFICER. SEE DRAWING S-516 FOR ANCHOR DETAIL.
BEHIND DEMOLITION AREA) AND RELOCATE AS DIRECTED BY
REMOVE BOAT HOIST (SHOWN) AND BOAT STAND (NOT SHOWN- LOCATED 5.
OF LOCK WALL FACE OR TOP DECK.
CONCRETE TO 1/4" MIN AMPLITUDE EXCEPT FOR AREAS WITHIN 2 INCHES
ROUGHEN ALL SAWCUT OR CORED SURFACES TO RECEIVE NEW 4.
EACH END OF CONCRETE DEMOLITION AND REMOVE WITH CONCRETE.
HORIZONTAL PROTECTION REMOVAL: SAW CUT CORNER PROTECTION AT 3.
SEE E-103 FOR CONDUIT DETAILS.
BETWEEN CUTS. REMOVE ELECTRICAL CONDUITS ON HANDRAILS.
CONCRETE DEMOLITION AREA AND REMOVE ALL RAILS AND POSTS
RAILING REMOVAL: CUT RAILS AT FACE OF FIRST POST OUTSIDE OF 2.
WORK.
SEE DRAWING SG101 FOR OVERALL PLAN SHOWING LOCATIONS OF 1.
GENERAL SHEET NOTES
RAILINGS NOT SHOWN FOR CLARITY.
NOTE:
RAILINGS NOT SHOWN FOR CLARITY.
NOTE:
SG101
A1
D2
A2
8'-9''
A7
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 w w w .t e tr a te c h .c o m
B e ll e v u e
W A th A v e n u e N
E S u it e m p le x W o rl d
C le a r
S o lu ti o n
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M O
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K A
N D D
A M N
O N
E W
L
O C
K
P H
A S
E E
X
IS
T
IN
G L
O C
K W
A L L M
O D
IF
IC
A T
IO
N S
IN
L
A N
D N
A V
IG
A T
IO
N D
E S
IG
N C
E N
T E
R
N A
V
IG
A T
IO
N E
C O
S Y
S T
E M S
U S
T A
IN
A B
IL
IT
Y P
R O J E
C T
N E
S P
M -L
-2
P R
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
M A
Y
W P
R
W P
C
S T
A
B
(M O
N O
L
IT
H J
O
IN
T
EL. 429.0
EL. 424.0
EL. 419.0
C U
L V
E R
T
D
IA
EL. 405.0
S T
A
B
(M O
N O
L
IT
H J
O
IN
T
10'-0'' 6'-0''
EL. 444.00
LINEHOOK AND MOORING BITT
DEMOLITION AREA FOR
EL. 434.00
EL. 421.0
SAWCUT
6'-0''3'-0''3'-0''6'-0''3'-0''3'-0''6'-0''
30'-0"
8'-0''
CULVERT
14'-0" DIA.
EL. 429.0
EL. 424.0
EL. 434.0
EL. 434.0
20'-0''
(DERRICK STONE)
STONE PROTECTION
EL. 400.0
EL. 403.5
EL. 405.0
EL 421
LINEHOOK REMOVAL LIMIT
LINEHOOK AND MOORING BITT
DEMOLITION AREA FOR
4'-0"
EL 407
WITH RIP RAP
EXISTING CRIB FILLED
EL. 444.0
EL. 443.17
REQUIRED TO INSTALL COFFERDAM
REMOVE EXISTING STONE AS
AT FMB RECESS BEYOND
REMOVAL DEPTH
SAWCUT
MONO 220 MONO 219 MONO 218
S T
A
.5
B
E X
IS
T
IN
G M
O O
R
IN
G
S T
A
B
E X
IS
T
IN
G L
A D
D E
R
S T
A
B
(M O
N O
L
IT
H J
O
IN
T
S T
A
(M
N O
L
IT
H J
O
IN
T
S T
A
(M
N O
L
IT
H J
O
IN
T
FLOW SEE NOTE 3
CORNER PROTECTION
11'-0''
P L
A N
T E
R B
E D
PLUG CONDUIT AND ABANDON
EXISTING UNUSED DUCT BANK
SEE NOTE 3
RAILING
1'-9" TYP
11'-0'' 5'-0''
SAWCUT, TYP
S E
E N
O T
E
MIN
1'-6''
MONO 216
ELEVATION 441
NO HIGHER THAN
UPPERMOST CORES TO BE
OFFICER. TOP OF
BY CONTRACTING
CORES TO BE APPROVED
DRAWINGS. LOCATION OF
SHOWN ON ELECTRICAL
BANK CONFIGURATION
PATTERN MATCHING DUCT
INDIVIDUAL CONDUITS IN
CORE DRILL FOR
COVER
MANHOLE
EXISTING
MANHOLE
EXISTING
COVER
MANHOLE
EXISTING
S T
A .7
B
(M O
N O
L
IT
H J
O
IN
T
LOCK
TOP OF
INTO MANHOLE
SAWCUT OPENING
SEE PLAN
TRENCH BEYOND
MONOLITH 218 - TRANSVERSE SECTION
A7
ELEVATION - MONOLITH 218-219
A2
SCALE: 1/4" = 1'-0"
PLAN - MONOLITH 218-219
D1
N O
L
IT
H
D E
M O
L
IT
IO
N P
L A
N E
L E
V A
T
IO
N A
N D S
E C
T
IO
N
SD103
S
A B
S E
H Z
A R
A .T
U B
IS
C
W
IL
L C
O X
E F
L
IC
K
IN
G E
R
TO DAMAGE CONDUITS.
ABOVE CONDUITS IN LIFTS NOT EXCEEDING 12 INCHES TAKING CARE NOT
OR EQUIVALENT MATERIAL AFTER PLACING CONDUIT. COMPACT FILL
OR LAID BACK AT A SHALLOW ANGLE. REFILL EXCAVATION WITH THE SAME
MANHOLES. FILL IS A LOOSE GRANULAR MATERIAL THAT MUST BE SHORED
EXCAVATE SOIL FILL IN PLANTER BED TO PLACE CONDUITS BETWEEN 7.
OF LOCK WALL FACE OR TOP DECK.
CONCRETE TO 1/4" MIN AMPLITUDE EXCEPT FOR AREAS WITHIN 2 INCHES
ROUGHEN ALL SAWCUT OR CORED SURFACES TO RECEIVE NEW 6.
BULKHEAD STORED ON LOCK WALL.
SEE DRAWING G-100 FOR REMOVAL AND TEMPORARY STORAGE OF 5.
DATA TO DETERMINE EXTENT OF MATERIAL REMOVAL REQUIRED.
DESIGN DRAWINGS. CONTRACTOR SHALL REFER TO LATEST BATHYMETRIC
EXTENT OF CRIBBING AND STONE AT FOUNDATION ARE SHOWN PER 4.
EACH END OF CONCRETE DEMOLITION AND REMOVE WITH CONCRETE.
HORIZONTAL PROTECTION REMOVAL: SAW CUT CORNER PROTECTION AT 3.
BETWEEN CUTS.
CONCRETE DEMOLITION AREA AND REMOVE ALL RAILS AND POSTS
RAILING REMOVAL: CUT RAILS AT FACE OF FIRST POST OUTSIDE OF 2.
SEE DRAWING SG101 FOR OVERALL PLAN SHOWING LOCATIONS OF WORK.1.
GENERAL SHEET NOTES:
RAILINGS NOT SHOWN FOR CLARITY.
NOTE:
RAILINGS NOT SHOWN FOR CLARITY.
NOTE:
SG101
A1
D1
SCALE: 3/4" = 1'-0"
SECTION
D9-
D1
A2
MOORING BITT
REMOVAL LIMIT
COVER
EXISTING MANHOLE
EXISTING MANHOLE
SAWCUT TRENCH FOR DUCT BANK
A7
F2
SD501
D9
A2
FACE OF WALL
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 w w w .t e tr a te c h .c o m
B e ll e v u e
W A th A v e n u e N
E S u it e m p le x W o rl d
C le a r
S o lu ti o n
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M O
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K A
N D D
A M N
O N
E W
L
O C
K
P H
A S
E E
X
IS
T
IN
G L
O C
K W
A L L M
O D
IF
IC
A T
IO
N S
IN
L
A N
D N
A V
IG
A T
IO
N D
E S
IG
N C
E N
T E
R
N A
V
IG
A T
IO
N E
C O
S Y
S T
E M S
U S
T A
IN
A B
IL
IT
Y P
R O J E
C T
N E
S P
M -L
-2
P R
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
M A
Y
W P
R
W P
C
CHIP AND REMOVE BETWEEN SAWCUTS
CUT DEPTH 2" MIN, 5" MAX
SAWCUT WITHIN 2" OF CORNER PROTECTION.
AND LEAVE IN PLACE
SAWCUT THROUGH ANCHORS
1'-6" OF FACE OF LOCK WALL
TO 1/4" MIN AMPLITUDE WITHIN
ROUGHEN CONCRETE SURFACE
OCCURS
REMAIN WHERE
SEAL PLATE TO
ON COVERS
REMOVE HANDRAILS
CONCRETE COVERS
DISCARD 10" THICK
REMOVE AND
ANCHORAGES AT ENDS
REMOVE W12 BEAM AND
THICK CONCRETE COVERS
REMOVE AND DISCARD 10"
ANGLES WITH CONCRETE
REMOVE SEAT AND EDGE
PLACE
AND REMOVED OR LEFT IN
EXISTING DOWELS MAY BE CUT
PERIMETER OF REMOVAL
SAWCUT 2" DEEP AROUND
1 TO 1 SLOPE (APPROX)
CHIP AND REMOVE AT
VERTICAL EDGE 12" DEEP
CHIP AND REMOVE WITH
SEE PLAN
LOCK FACE
REMOVE EXISTING GRATING
VARIES, SEE PLAN
MAX
DEPTH 2" MIN, 5"
SAWCUT CUT
EDGE (APPROX)
WITH VERTICAL
CHIP AND REMOVE
FLUSH W/ FACE OF CONC
CUT & REMOVE
ANCHORAGE
MIN, 5" MAX
CUT DEPTH 2"
4" OF FRAME.
SAWCUT WITHIN
EDGE 8" DEEP
WITH VERTICAL
CHIP AND REMOVE
CONCRETE
REMOVE SEAT WITH
CUT ANCHORS AND
(APPROX)
TO 1 SLOPE
REMOVE AT 1
CHIP AND
CONCRETE
PROTECTION WITH
REMOVE CORNER
SEE
WITH CONCRETE
ANCHORAGE
REMOVE
AND MOORING BITT
NEW LINEHOOK
AREA FOR PLACING
DEMOLITION
AND MOORING BITT
NEW LINEHOOK
AREA FOR PLACING
DEMOLITION
EXISTING GRATING
REMOVE FRAME AND
EL 444.0
EL 442.0
EL 439.58
M
IN
SEE PLAN
VARIES
EL 444.0
SEE PLAN
''VERTICAL EDGE 12" DEEP
CHIP AND REMOVE WITH
(NOT SHOWN) FLUSH
CUT ANCHOR RODS
BEAM ANCHORAGE.
EXTENT OF REMOVAL AT
LEFT IN PLACE
CUT AND REMOVED OR
EXIST DOWELS MAY BE PERIMETER OF REMOVAL
SAWCUT 2" DEEP AROUND
PERIMETER OF REMOVAL
SAWCUT 2" DEEP MIN AROUND
EL 444.0
PLANTER BED
EDGE OF
SEE PLAN
SAWCUT
OR SAWCUT
CHIP OUT
SAWCUT
OR SAWCUT
CHIP OUT
F
L
IC
K
IN
G
M O
L
IT
IO
N D
E T
A
IL
S
SD501
A T
U B
IS
C
W
IL
L C
S
A B
S E
H Z
SCALE: 3/4" = 1'-0"
A8
SCALE: 3/4" = 1'-0"
A5
SCALE: 3/4" = 1'-0"
A2
SECTION
SCALE: 3/4" = 1'-0"
D2
SCALE: 3/4" = 1'-0"
D5
SCALE: 3/4" = 1'-0"
D8
SECTION SECTION
PLAN SECTION (ROTATED 90 DEGREES)SECTIONSECTION
SCALE: 3/4" = 1'-0"
F5
DETAIL
SCALE: 3/4" = 1'-0"
F8
SECTION
SD101
D1
D5/-
D1/SD101
SD101
D1
SD101
D1
SD101
D1
SD101
A1
SCALE: 3/4" = 1'-0"
F2
DETAIL
SD103
A6
A7/SD102
A5/SD101
SD101
D1
D8
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 w w w .t e tr a te c h .c o m
B e ll e v u e
W A th A v e n u e N
E S u it e m p le x W o rl d
C le a r
S o lu ti o n
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M O
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K A
N D D
A M N
O N
E W
L
O C
K
P H
A S
E E
X
IS
T
IN
G L
O C
K W
A L L M
O D
IF
IC
A T
IO
N S
IN
L
A N
D N
A V
IG
A T
IO
N D
E S
IG
N C
E N
T E
R
N A
V
IG
A T
IO
N E
C O
S Y
S T
E M S
U S
T A
IN
A B
IL
IT
Y P
R O J E
C T
N E
S P
M -L
-2
P R
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
M A
Y
W P
R
W P
C
MONO 223 MONO 222 MONO 221 MONO 220
S T
A
B
E X
IS
T
IN
G M
O O
R
IN
G
S T
A
B
E X
IS
T
IN
G L
A D
D E
R
S T
A
23'-6''27'-0''37'-0''
5'-0''
S T
A
A
FLOW
ADD #9 AT TOP
S T
A
B
3'-0''
FACE OF WALL
MOORING BITT EXCAVATION
EXISTING DRAIN DAYLIGHT INTO
7'-6'' 3'-6''
CORNER PROTECTION
EXIST HORIZONTAL
DISCHARGE PORT
'-0
ADD #9
CONCRETE
NEW CIP
TYP (3) LOCATIONS
SPACING AT TOP,
(2) #9 x 6'-0" AT 6"
SEE DWG S-515
CORNER PROTECTION
NEW HORIZONTAL
REINF
DOWELSS
T
A
B
N E
W F
C E
S S
C L S T
A .5
B
LC
N
E W L
H
O
V E
L
M O
N O
L
IT
J
IN
T
M O
N O
L
IN
T
M O
N O
L
IN
T
M O
N O
L
IN
T
EXIST RAILING ADDITIONAL BAYS
NEW RAILING
EXIST RAILING
SEE DWG S-517
NEW RAILING
SEE NOTE 4.
4" MAX GAP IN RAILING.
WAY AT TOP
#9 @ 12" EA
BANK
JOINT THROUGH DUCT
CONTINUE EXPANSION
EL. 403.5
EL. 435.75
EL. 444.0
EL. 439.75
EL. 405.0
EL. 403.5
EL. 397.0
EL. 405.4
EL. 421.5
A
B
E X
P J
T
S T
A
B
E X
P J
T
S T
A B
E X
P J
T
S T
A B
E X
P J
T
EL. 438.50
EL. 407.0
#9 @ 12" EW
TYP. AT JOINT
CONCRETE
NEW CIP
CORNER PROTECTION
NEW HORIZONTAL
S T
A
B
N E
W F
M B R
E C
E S
S
C L LC
N E
W L
IN
E H
O O
K S
A N
D K
E V
E L
S T
A .5
B
CORNER PROTECTION
EXIST HORIZONTAL
CORNER PROTECTION
EXIST HORIZONTAL
5'-8"
30'-0"
EXISTING DRAIN
LINEHOOK
EXCAVATION
LIMIT
EL. 417.5
6'-0''
EL. 400.0
EL. 444.0
12'-6" SQ.
CULVERT
EL. 405.0
EXISTING
RE USE OR MATCH
TO EL 407.0
REPLACE STONE
CL
AND KEVEL BEYOND
NEW LINE HOOKS
TRACK
FMB GUIDE
PROTECTION
RECESS
NEW FMB
EL 403.5
OPEN
12'-6" SQ.
CULVERT
EL 444.0
EL 437.75
#9 @ 12" EW TYPT
Y
P
M A
X
TYP
1'-0"
BELOW ELEVATION 421.0,
STD. HOOK @ 2'-9" EW
ABOVE ELEVATION 421.0,
STD. HOOK @ 4'-6" EW
#6 EPOXY DOWEL W/
EPOXY DOWEL
#6 @ 3'-0"
EXISTING
RE USE OR MATCH
TO EL 407.0
REPLACE STONE
CONCRETE
NEW
CONCRETE
NEW CIP
PROTECTION
NEW HORIZ CORNER
RAILING
NEW
EL 421.0
T Y
P
M A
X
M O
N O
L
IT
H S
T
O
L
IN
E H
O O
K A
N D M
O O
R
IN
G B
IT
T
M
IT
E R G
A T
E R
E C
E S
S-501
ELEVATION - MONOLITH 219-222
A1
SCALE: 1/4" = 1'-0"
PLAN - MONOLITH 219-222
D1
SECTION
SCALE: 1/8" = 1'-0"
A6
E F
L
IC
K
IN
G
T
U B
IS
C
W
IL
C
S
A B
H Z
E H
Z A
R
SECTION
SCALE: 1/8" = 1'-0"
A9
CONTROL REQUIREMENTS OF SPECIFICATION SECTION 03 30 00.
CONTRACTOR TO SET LIFT HEIGHTS AS REQUIRED TO MEET THERMAL 5.
SHOWN.
PROVIDE SEPARATE RAILINGS FOR MITER GATE RECESS WITH GAP AS 4.
OF NEW RAILINGS AT FMB RECESS AND KEVEL.
RAILINGS SHOWN SCHEMATICALLY. SEE DRAWINGS S-517 FOR DETAILS 3.
RECESS.
SEE DRAWING S-562 FOR REINFORCING AT LINE HOOKS AND FMB 2.
SEE DRAWING SD101 FOR DEMOLITION.1.
GENERAL SHEET NOTES
SG101
A1
D1
D1
A1, D1
RAILINGS NOT SHOWN FOR CLARITY.
NOTE:
RAILINGS NOT SHOWN FOR CLARITY.
NOTE:
E6
S-532
S-532
E6
S-532
C6
C6
S-532
S-532
E2
A6
S-532
A9
S-532
A1
A6
A9
A1
S-531
E9
S-532
S-532
A2
S-532
C2
D6
S-511
B6
S-511
A1
S-512
A6
S-532
C2
CORNER PROTECTION
EXIST HORIZONTAL
SEE DWG S-515
CORNER PROTECTION
NEW HORIZONTAL
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 w w w .t e tr a te c h .c o m
B e ll e v u e
W A th A v e n u e N
E S u it e m p le x W o rl d
C le a r
S o lu ti o n
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M O
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K A
N D D
A M N
O N
E W
L
O C
K
P H
A S
E E
X
IS
T
IN
G L
O C
K W
A L L M
O D
IF
IC
A T
IO
N S
IN
L
A N
D N
A V
IG
A T
IO
N D
E S
IG
N C
E N
T E
R
N A
V
IG
A T
IO
N E
C O
S Y
S T
E M S
U S
T A
IN
A B
IL
IT
Y P
R O J E
C T
N E
S P
M -L
-2
P R
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
M A
Y
W P
R
W P
C
S T
A .5
B
N E
W F
M B R
E C
E S
S
M O
N O
L
IT
H J
O
IN
T
C L
TREMIE SLAB
EXIST'G
S T
A
B
CORNER PROTECTION
EXIST HORIZONTAL
CORNER PROTECTION
EXIST HORIZONTAL
M O
N O
L
IT
H J
O
IN
T
S T
A
B
N E
W L
IN
E H
O O
K S
A N
D K
E V
E L
LC S
T
A
B
SLOPE
SHALLOWER
1V:3H OR
EXCAVATION LIMITS FOR
NEW LINE HOOK
EL 407.0'
EL 405.0'
CL
KEVEL BEYOND
NEW LINE HOOKS AND
TRACK
FMB GUIDE
PROTECTION
RECESS
NEW FMB
TREMIE SLAB
A1
S-512
A8
D6
S-511
B6
S-511
EXISTING STONE
RE USE OR MATCH
AFTER CONSTRUCTION
REPLACE RIP RAP
S T
A
B
M O
N O
L
IT
H J
O
IN
T
31'-0''
8'-0'' 7'-6''
NEW CONCRETE LIMIT
MONO 227
MONO 228
S T
A
B
M O
N O
L
IT
H J
O
IN
T
FRAME SEE S-516
GRATING RECESS
CORNER PROTECTION
EXIST HORIZONTAL
SEE DWG S-515
CORNER PROTECTION
NEW HORIZONTAL
SEE DWG S-515
CORNER PROTECTION
NEW HORIZONTAL
CONCRETE
NEW CIP
C L
W L
IN
E H
O O
K S
A N
D K
E V
W F
M B R
E C
E S
S
C LS
T A
B
S T
A .5
B
EXIST RAILING
RAILING
EXIST
SEE DWG S-517
NEW RAILING
GRATING WITH 1 3/4" X 3/16" BEARING BARS
19-w-4 HOT DIP GALVANIZED
D4
SCALE: 1/2" = 1'-0"
PLAN - MONOLITH 227-228
SECTION
SCALE: 1/8" = 1'-0"
A8
ELEVATION MONOLITH 227-228
A4
F
L
IC
K
IN
G
N O
L
IT
H
N E
W L
IN
E H
O O
K A
N D M
O O
R
IN
G B
IT
T
S-502
A .T
U B
IS
C
W
IL
L C
S
A B
S E
H Z
OF NEW RAILINGS.
RAILINGS SHOWN SCHEMATICALLY. SEE DRAWINGS S-517 FOR DETAILS 3.
RECESS.
SEE DRAWING S-561 FOR REINFORCING AT LINE HOOKS AND FMB 2.
SEE DRAWING SD102 FOR DEMOLITION.1.
GENERAL SHEET NOTES
SG101
A1
D4
A4
RAILINGS NOT SHOWN FOR CLARITY.
NOTE:
RAILINGS NOT SHOWN FOR CLARITY.
NOTE:
CORNER PROTECTION
EXIST HORIZONTAL
A4
SEE MECH DWGS
TRACK EA SIDE
FMB GUIDE
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 w w w .t e tr a te c h .c o m
B e ll e v u e
W A th A v e n u e N
E S u it e m p le x W o rl d
C le a r
S o lu ti o n
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M O
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K A
N D D
A M N
O N
E W
L
O C
K
P H
A S
E E
X
IS
T
IN
G L
O C
K W
A L L M
O D
IF
IC
A T
IO
N S
IN
L
A N
D N
A V
IG
A T
IO
N D
E S
IG
N C
E N
T E
R
N A
V
IG
A T
IO
N E
C O
S Y
S T
E M S
U S
T A
IN
A B
IL
IT
Y P
R O J E
C T
N E
S P
M -L
-2
P R
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
M A
Y
W P
R
W P
C
S T
A
B
M O
N O
L
IT
H J
O
IN
T
EL. 429.0
EL. 424.0
EL. 419.0
C U
L V
E R
T
D
IA
EL. 400.0
S T
A
B
M O
N O
L
IT
H J
O
IN
T
10'-0'' 6'-0''
EL. 444.00
CORNER PROTECTION
EXIST HORIZONTAL
S T
A
B
N E
W F
M B R
E C
E S
S
N E
W L
IN
E H
O O
K S
A N
D K
E V
E L
S T
A .5
B
C L LC
CORNER PROTECTION
NEW HORIZONTAL
LCS
T
A
IS
T N
G L
A D
D E
R
LCS
T
A
IS
T N
G H
O O
K S
CORNER PROTECTION
EXIST HORIZONTAL
8'-0"'
9'-0"3'-0"6'-0"3'-0"3'-0"6'-0"
30'-0"
EL. 444.0
RE USE OR MATCH EXISTING STONE
REPLACE RIP RAP TO EL 407.0'
EL 421.0
LINEHOOK EXCAVATION LIMIT
EL 407
MOORING BITT EXCAVATION LIMIT
HP EL 434.0
LP EL 419.0
AND KEVEL BEYOND
NEW LINE HOOKSCL
TRACK
FMB GUIDE
PROTECTION
RECESS
NEW FMB
8'-0"
CULVERT
A1
S-512
A7
D6
S-511
B6
S-511
FACE OF WALL
S T
A .5
B
E X
IS
T N
G M
O O
R
IN
G
S T
A
B
E X
IS
T N
G L
A D
D E
R
S T
A
B
M O
N O
L
IT
H J
O
IN
T
S T
A
B
M O
N O
L
IT
H J
O
IN
FLOW
W L
IN
E H
O O
K S
A N
D K
E V
W F
M B R
E C
E S
S C L C L
MONO 219 MONO 218
16'-0'' 7'-6''
SEE MECHANICAL DRAWINGS
FLOATING MOORING BITT GUIDE TRACK.
SEE DWG S-515
CORNER PROTECTION
NEW HORIZONTAL
KEVEL
NEW
SUPPORT COLUMN
LINE HOOK
CORNER PROTECTION
EXIST HORIZONTAL
GRATING W/ 1 3/4" x 3/16" BEARING BARS
W19-W-4 HOT DIPPED GALVANIZED
SEE DWG S-516
GRATING RECESS FRAME.
P L
A N
T E
R B
E D
S T
A
B
S T
A .5
B
CONCRETE
NEW CIP
SEE DWG S-515
CORNER PROTECTION
NEW HORIZONTAL
RAILING
EXIST
ELEVATION - MONOLITH 218-219
A2
SCALE: 1/2" = 1'-0"
PLAN - MONOLITH 218-219
F
L
IC
K
IN
G
N O
L
IT
H
N E
W L
IN
E H
O O
K A
N D M
O O
R
IN
G B
IT
T
S-503
A .T
U B
IS
C
W
IL
L C
S
A B
S E
H Z
OF NEW RAILINGS.
RAILINGS SHOWN SCHEMATICALLY. SEE DRAWINGS S-517 FOR DETAILS 3.
RECESS.
SEE DRAWING S-563 FOR REINFORCING AT LINE HOOKS AND FMB 2.
SEE DRAWING SD103 FOR DEMOLITION.1.
GENERAL SHEET NOTES
SG101
A1
D2
A2
RAILINGS NOT SHOWN FOR CLARITY.
NOTE:
RAILINGS NOT SHOWN FOR CLARITY.
NOTE:
A2
CORNER PROTECTION
EXIST HORIZONTAL
RAILING
EXIST
SEE DWG S-517
NEW RAILING
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 w w w .t e tr a te c h .c o m
B e ll e v u e
W A th A v e n u e N
E S u it e m p le x W o rl d
C le a r
S o lu ti o n
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M O
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K A
N D D
A M N
O N
E W
L
O C
K
P H
A S
E E
X
IS
T
IN
G L
O C
K W
A L L M
O D
IF
IC
A T
IO
N S
IN
L
A N
D N
A V
IG
A T
IO
N D
E S
IG
N C
E N
T E
R
N A
V
IG
A T
IO
N E
C O
S Y
S T
E M S
U S
T A
IN
A B
IL
IT
Y P
R O J E
C T
N E
S P
M -L
-2
P R
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
M A
Y
W P
R
W P
C
SEE MECHANICAL DWGS
D R
A W
IN
G S
S E
E D
E M
O L
IT
IO
N
NEW CONC
SEE DEMOLITON DRAWINGS
FUTURE FMB
2''
3'' R
8'
R
2'-6''
E1
M-503
SEE MECHANICAL DRAWING
FMB GUIDE EA SIDE
SEE PLAN
FMB NEW LINE
HOOKS
LC
SEE DEMOLITION DRAWINGS
D R
A W
IN
G S
S E
E D
E M
O L
IT
IO
N
SEE
LINE HOOK RECESS FRAME
A6
S-516
NEW CONCRETE
SEE
FMB RECESS PROTECTION EA SIDE
A4
S-515
SEE MECHANICAL DRAWING
FMB GUIDE EA SIDE
E1
M-503
1'-2''
EXIST CONCRETE
/2
2'-6''
F
L
IC
K
IN
G
D K
E V
E L D
E T
A
IL
S
M O
O R
IN
G B
IT
T R
E C
E S
S L
IN
E H
O O
K
S-511
A T
U B
IS
C
W
IL
L C
S
A B
S H
E Z
PLAN SECTION - MONOLITH 218, 222, 227
B6
PLAN SECTION - MONOLITH 218, 222, 227
SCALE: 1/2" = 1'-0"
D6
FOR ITEMS NOT SHOWN SEE DETAIL B6
NOTE:
S H
E E
T O
F
A1/S-501
A4/S-502
A2/S-503
A2/S-503
A4/S-502
A1/S-501
NEW FMB
RECESS
TYP UNO
FOR CORNER
INFILL
NEW FMB
RECESS
EXIST CONCRETE
LC
E9
S-513
A5
S-512
LC
TOW EL 444.0
PROTECTION CAP
MOORING BITT RECESS
C FMB RECESSL
SEE DEMOLITION DRAWINGS
EXTENT OF NEW CONCRETE
EL 407.0
LP EL 419.0
HP EL 434.0
AT MONOLITH 222
NEW CONCRETE
EXTENT OF
TYP.
LINE HOOK,
KEVEL
EL 421.0
C LINE HOOK AND KEVELL
PROTECTION
MOORING BITT RECESS
FRAME, TYP
LINE HOOK RECESS
PROTECTION
HORIZONTAL CORNER
T Y
P
T Y
P
T Y
P T
Y P
HP 16 x 183
HSS 6 x 6
HSS 4 x 4
GROUT SOLID
HSS 8.625" LINE HOOK
G R
O U
T
MONOLITH
TYP
HP16
MONOLITH
3'-2"
MONOLITH
222 & 227
COLUMN SEE
KEVEL SUPPORT
LINE HOOK AND
S-513
E5
1'-6"
KEVEL
TYP
9 1/2 "
LC
SHEET ID
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 w w w .t e tr a te c h .c o m
B e ll e v u e
W A th A v e n u e N
E S u it e m p le x W o rl d
C le a r
S o lu ti o n
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M O
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K A
N D D
A M N
O N
E W
L
O C
K
P H
A S
E E
X
IS
T
IN
G L
O C
K W
A L L M
O D
IF
IC
A T
IO
N S
IN
L
A N
D N
A V
IG
A T
IO
N D
E S
IG
N C
E N
T E
R
N A
V
IG
A T
IO
N E
C O
S Y
S T
E M S
U S
T A
IN
A B
IL
IT
Y P
R O J E
C T
N E
S P
M -L
-2
P R
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
M A
Y
W P
R
W P
C
2'-4''
3'-0"
PL 1 1/2
PL 1"
MIN EMBED
HSS 12.750
GR 105 EPOXY ANCHOR
(4) 3/4" Ø ASTM F1554
S-513
E1
PROTECTION
CORNER HORIZONTAL
KEVEL
RECESS FRAME
LINE HOOK
PL 1 1/2
MIN EMBED
1'-8"
GROUT
2"
FRAME T & B
RECESS
LINE HOOK
HP16
HSS 6 x 6
GR 105 EPOXY ANCHOR
(4) 3/4" Ø ASTM F1554
ELEVATION - LINE HOOKS & FMB
SCALE: 3/8" = 1'-0"
A1 A5
SCALE: 1" = 1'-0"
DETAIL
E7
SCALE: 1" = 1'-0"
DETAIL
M O
O R
IN
G B
IT
T R
E C
E S
S L
IN
E H
O O
K
A N
D K
E V
E L D
E T
A
IL
S
S H
E E
T O
F
S-512
F A
C E O
F E
X
IS
T
IN
G C
O N
C R
E T
E
A F
T E
R R
E M
O V
A L
S S
A B
S E
H Z
A R
A T
U B
IS
C
W
IL
L C
O X
E F
L
IC
K
IN
G E
R
A1/S-501
A4/S-502
A2/S-503
D1/S-511
D6/S-511
A1/- -
A5
C5/S-513
A5/-
E5/S-513
A1
S-513
A5
A4
S-515
A1
S-515
A7
S-513
A5
E7
S-513
C5
S-518
C8
NEW CIP CONCRETE
1'-1''
/2
1''
EXISTING CONC
SHEET ID
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
IZ
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S U
B M
IT
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D B
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D A
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C O
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R A
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O
C H
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K E
D B
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B
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D
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F
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2 3 4 5 6 7 8 9 10 w w w .t e tr a te c h .c o m
B e ll e v u e
W A th A v e n u e N
E S u it e m p le x W o rl d
C le a r
S o lu ti o n
A R
M Y C
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P S O
F E
N G
IN
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R S
S T L
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G L
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K W
A L L M
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IF
IC
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N S
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L
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A T
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N D
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IG
N C
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N A
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IG
A T
IO
N E
C O
S Y
S T
E M S
U S
T A
IN
A B
IL
IT
Y P
R O J E
C T
N E
S P
M -L
-2
P R
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
M A
Y
W P
R
W P
C
1'-11 1/2 "
WITH CONCRETE
PL 1". FLUSH
TOP OF WALL
PL 1"
ANCHOR
HP16 BEYOND
1/2
1" Ø HOLE, TYP. (4)
2'-2"
1/2
KEVEL PL 1"
2" CHAMFER, TYP.
3'-0"
8 1/2 "
1'-5"
1'-11 1/2 "
/4
9/16 "
ANCHOR RODS
GR105 HEADED
(4) 3/4" Ø ASTM F1554,
3'-6"
HP 16
8'-0"
1'-6"
PL 1"
MIN EMBED
HSS 12.750
PL 1 1/2"
PROTECTION
HORIZ. CORNER
EPOXY DOWELS
EXISTING REBAR AND 2
HSS 12.750 X 0.750
PL 1 1/2" X 1/8"
HP 16
1'-6"
PL 1"
" 1
EXISTING CONC COVER
PROTECTION
HORIZ. CORNER
VARIES (5'-10 1/2" MIN)
1'-8" EMBED
BEHIND COLUMN
GROUT PAD
THAT INTERFERES
EXISTING REINFORCING
EPOXY ANCHORS. CUT
(4) 3/4" Ø ASTM F1554 GR 105
4"
BASE PL 1"
4"
E M
B E
D
ANCHORS
GR105 EPOXY LEVELING
(4) 3/4" Ø ASTM F1554,
BELOW BASE PL
GROUT PAD
F
L
IC
K
IN
G E
R
S H
E E
T O
F
A N
D K
E V
E L D
E T
A
IL
S
M O
O R
IN
G B
IT
T R
E C
E S
S L
IN
E H
O O
K
S-513
A T
U B
IS
C
W
IL
L C
S
A B
Z E
H Z
KEVEL DETAIL
SCALE: 1 1/2" = 1'-0"
A1
KEVEL ANCHOR
SCALE: 1 1/2" = 1'-0"
E1 E5
SCALE: 3/4" = 1'-0"
SECTION
C5
SCALE: 3/4" = 1'-0"
SECTION
A5
SCALE: 3/4" = 1'-0"
SECTION
C1
SCALE: 1 1/2" = 1'-0"
TOP VIEW
FOR ITEMS NOT NOTED SEE
FOR ITEMS NOT NOTED SEE
S-512
A1
S-512
A5
S-512
A5
S-512
A5
E1
E7/S-512
C5/-
E5/- S-511
B6
E9
SCALE: 1 1/2" = 1'-0"
FMB CORNER INFILL
5"
COLUMN
BEHIND
GROUT PAD
C1
E1
E1
S-518
A8
E7
S-512
E7
S-512
EL 444.0
RECESS CORNER CAP
MOORING BITT
WITH 1 3/4" x 3/16" BEARING BARS
19-W-4 GALVANIZED GRATING
(1/4)
RECESS FRAME
SEE
HEADED STUD
CORNER PROTECTION
MOORING BITT RECESS
SEE MECH DWGS
STOP BEAM
EXISTING CONCRETE
SEE MECH DWGS
FMB GUIDE TRACK
TOE, TYP ALL AROUND
CONCRETE AT ANGLE
VERTICAL FACE OF
NEW CONCRETE
SHEET ID
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 w w w .t e tr a te c h .c o m
B e ll e v u e
W A th A v e n u e N
E S u it e m p le x W o rl d
C le a r
S o lu ti o n
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
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D
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T R
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N A
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C O
S Y
S T
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U S
T A
IN
A B
IL
IT
Y P
R O J E
C T
N E
S P
M -L
-2
P R
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C T N
U M
B E
R
F
IL
E N
A M
E
M A
Y
W P
R
W P
C
1' -4
"'8
4"'
8"'
"'3"
R
PL 3/4 CONT
OPPOSITE SIDES OF PLATE
STAGGERED ON
PL 1/4 x2" @ 18"
1/4TYP
NOTE:
SET CORNER PROTECTION WITH 1/16" MAX VERTICAL
OR HORIZONTAL OFFSET FROM FLUSH WITH EXISTING.
WELD NEW CORNER PROTECTION TO EXISTING WITH A
SINGLE-BEVEL PJP WELD WITH AN EFFECTIVE THROAT
OF AT LEAST 1/4", GRIND SMOOTH AND TOUCH UP PAINT.
1'-4" ± 1/2"'
''8
3'' R
R
PL 1/2
AT 12" (TYP)
HEADED STUD
3/4" X 8" WELDED
R
'' 3
R
3" RADIUS THIS EDGE TO MATCH CORNER PROTECTION
3" RADIUS
TANGENT LINE OF
TO MEET EDGE OF
FORM CONCRETE
PROTECTION
HORIZONTAL CORNER
PL 1/2"
GRIND SMOOTH
F
L
IC
K
IN
G
E E
T O
F
M
IS
C E
L L
A N
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U S M
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A L D
E T
A
IL
S
S-515
A T
U B
IS
C
W
IL
L C
S
A B
Z E
H Z
C7
SCALE: 3" = 1'-0"
MOORING BITT RECESS CORNER PROTECTION
A4
SCALE: 3" = 1'-0"
MOORING BITT RECESS CORNER CAP
A7A1
SCALE: 3" = 1'-0"
HORIZONTAL CORNER PROTECTION
S-512
A1
S-517
A1
A1/S-517
C7/-
A1/S-517
C7/-
A4
A2
S-516
L
IC
IT
A T
IO
N N
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S
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D B
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D E
S C
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S U
B M
IT
T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 w w w .t e tr a te c h .c o m
B e ll e v u e
W A th A v e n u e N
E S u it e m p le x W o rl d
C le a r
S o lu ti o n
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M O
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K A
N D D
A M N
O N
E W
L
O C
K
P H
A S
E E
X
IS
T
IN
G L
O C
K W
A L L M
O D
IF
IC
A T
IO
N S
IN
L
A N
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A V
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A T
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N D
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N C
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N A
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A T
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N E
C O
S Y
S T
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U S
T A
IN
A B
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IT
Y P
R O J E
C T
N E
S P
M -L
-2
P R
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
M A
Y
W P
R
W P
C
6'-4''
3''
1'-10 1/4 ''
L 3x2x 1/4 TYP
TYP
(1/8)
SET TIP OF ANGLE FLUSH WITH TOP OF CAP
PER DETAIL A7/S-515
FMB CORNER RECESS CAP
1''
HEADED STUD @ 12"
1/2 x 4 WELDED
11 1/2
4'' 4'-8''
R
AT 9" OC STAGGERED
3/4" x 8" WELDED HEADED STUDS
TYP
BENT PL 1/2"
4''
AT 9" (TYP)
3/4" x 8" WELDED HEADED STUDS
R
SECTION A
BOLT CIRCLE
2'-8"Ø
3'-0"
FOR LEVELING BASE
1/2" GROUT AS REQUIRED
JIB CRANE BASE
REINSTALL EXIST
(6) REQUIRED
EPOXY ANCHORS
GRADE 36 THREADED ROD
3/4"Ø ASTM F-1554
° T
YP
(6) REQUIRED
EPOXY ANCHORS
GRADE 36 THREADED ROD
3/4"Ø ASTM F-1554
F
L
IC
K
IN
G
E E
T O
F
M
IS
C E
L L
A N
E O
U S M
E T
A L D
E T
A
IL
S
S-516
P
C E
W
IL
L C
RECESS SECTION
D6
SCALE: 1" = 1'-0"
FMB GRATING RECESS FRAME
INSIDE OF VERTICAL ANGLE LEGS (1/2" GAP ALL AROUND)
PROVIDE GRATING 1" SMALLER THAN
NOTE:
A2
D2
SCALE: 3" = 1'-0"
LINE HOOK RECESS FRAME DETAIL
A6
SCALE: 1" = 1'-0"
SECTION
A9
A2
A6
A6
D6/S-511
D1/S-511
S-515
C7
E1
SCALE: 3/16" = 1'-0"
BOAT HOIST ANCHOR DETAIL
C
W
IL
L C
O X
D2
D6
A9
4'-6"3'-0"3'-0"
6'-0" MAX
MAX
2'-0''
CLR
2" MAX
3'-0"
CUT AND CAP EXISTING RAILS
NEW RAILINGEXISTING RAILING
NEW KEVEL
NEW FMB RECESS
RAIL
POSTS AND TOP
2" Ø PIPE MIN
ELEVATION VIEW
PLAN VIEW
NEW CONCRETE
EXTENT OF
6'-0" MAX
NEW
KEVEL
CL CL
CL
CL
CL
GRATING RECESS FRAME
3'-0" 4'-0"
MONOLITH 222
NOT OCCUR AT
PANEL DOES
CL CL CLCLNEW
POST
CL
NEW
FMB
RECESS
CL
NEW
POST
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