Attachment 1 - Plans.pdf

®of Engineers

US Army Corps of Engineers

St. Louis District

WINFIELD, MISSOURI

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Contract:

MODIFICATIONS

PHASE 1: EXISTING LOCKWALL

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LOCK AND DAM NO. 25 - NEW 1200' LOCK

SUSTAINABILITY PROJECT (NESP)

NAVIGATION ECOSYSTEM

Solicitation: W912P922R0023

MAY 2022

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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

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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

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UNION

ALTONM

I S S

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I RIVER

UIVR

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MARK TWAIN

LAKE

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LAKE

WAPPAPELLO

REND

LAKE

BIG

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OHIO

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VER

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CARLYLE

LAKE

LAKE

SHELBYVILLE

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N O I S

M I S S I S S I P P I

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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

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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

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G-003

SITE ACCESS THROUGH VIA HWY N

SANDY SLOUGH BRIDGE

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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

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SEE NOTE 2

PARKING AREA

GOVERNMENT

T O S

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L O

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ID

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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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W A th

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S o lu ti o n s

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A

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IN

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IT

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SG001

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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

AN

D

G R

EAT

ER

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

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 I Z

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

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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

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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

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

G

C A

T

IO

N P

L

SG101

T U

IS

S

A B

Z E

H Z

W

IL

C 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

L

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IT

A

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IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

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IO

N

A

M A

R K

S I Z

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

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Y C

O R

P S

O F

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IN

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S T

L O

U

IS

D

IS

T R

IC

T

S T

L O

U

IS

M

O

U P

P E

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S

IS

S

IP

P

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IV

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R

L O

C K

A N

D D

A M

N O

N E

W

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K

P H

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E

E

X

IS

T

IN

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O C

K W

A L

L M

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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

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C T

N

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P

M -L

-2

P

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J E

C T

N U

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E R

F

IL

E N

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E

M A

Y

W

P

R

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

SCALE: 1/8" = 1'-0"A5

SCALE: 1/8" = 1'-0"A9

E F

L

IC

K

IN

G

N O

L

IT

H

T O

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

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 I Z

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

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

D2 SCALE: 1/4" = 1'-0"

PLAN - MONOLITH 227-228

MONOLTIH 227- TRANVERSE SECTION

SCALE: 1/8" = 1'-0"A7

ELEVATION MONOLITH 227-228

SCALE: 1/8" = 1'-0"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

A2

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 I Z

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

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

A7SCALE: 1/8" = 1'-0"

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 I Z

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

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"A8SCALE: 3/4" = 1'-0"A5SCALE: 3/4" = 1'-0"A2

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 I Z

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

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

4'-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 I Z

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

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

N

E 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

SCALE: 1/8" = 1'-0"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 I Z

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

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

B

E

X

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

A7SCALE: 1/8" = 1'-0"

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 I Z

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

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-503SEE 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

SCALE: 1/2" = 1'-0"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 I Z

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

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

HORIZONTAL

PROTECTION

CORNER

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: 1/2" = 1'-0"

A7 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

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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

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S o lu ti o n

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1'-11 1/2 "

WITH CONCRETE

PL 1". FLUSH

TOP OF WALL

EL 444.0

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

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S H

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E

H O

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S-513

A

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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

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

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W A th

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S o lu ti o n

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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

8'

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

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S

S-515

A

T U

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C W

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L C

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A B

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H Z

SCALE: 1" = 1'-0"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

A7

L

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2 3 4 5 6 7 8 9 10 w w w .t e tr a te c h

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W A th

A v e n u e N

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S o lu ti o n

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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''

3'

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

3" 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

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O F

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C

E L L A

N E

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A L D

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A

IL

S

S-516

P C

E

W

IL

L C

SCALE: 1" = 1'-0"

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

NEW

POST

NEW

POST

NEW

POST

NEW

POST

NEW & EXIST

POST, WHERE

EXIST LADDER

RECESS OCCURS

LADDER RECESS

WHERE OCCURS

PER PLANS

CL

E X

IS

T

IN

G

M A

T C

H

LADDER RECESS

WHERE OCCURS

PER PLANS

CL

EXISTING…