A.03 Contract and Reference Drawings, Dashields L&D New Mooring Cell and Waterway Sign, Attachment 2.pdf

US Army Corps of Engineers ®

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

PITTSBURGH DISTRICT

US Army Corps of Engineers ®

OHIO RIVER BASIN

DASHIELDS LOCKS AND DAM

NEW MOORING CELL AND WATERWAYS DANGER

SIGN

W911WN20B8005

MAY 2020

CERTIFIED FINAL DOCUMENTS

DASHIELDS LOCKS

AND DAM

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE

INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT

DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

SUBMITTED BY:

CHIEF, CIVIL DESIGN SECTION

SUBMITTED BY:

CHIEF, GEOTECHNICAL ENGINEERING SECTION

SUBMITTED BY:

CHIEF, STRUCTURAL DESIGN SECTION

APPROVAL RECOMMENDED BY:

CHIEF, NAVIGATION DESIGN BRANCH

APPROVAL RECOMMENDED BY:

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

SUBMITTED BY:

PROJECT ENGINEER

SUBMITTED BY:

CHIEF, WATER RESOURCES SECTION

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CONTRACT DRAWINGS

SHEET ID DRAWING TITLE

GENERAL

G-001 COVERSHEET

G-002 CONTRACT AND REFERENCE DRAWING INDEX

G-003 STANDARD ABBREVIATIONS

GENERAL PLANS

C-101 SITE PLAN

C-102 BATHMETRY AT MOORING CELL #2 - WORK LIMITS PLAN

C-103 CONTRACTORS WORK LIMITS - ENTRANCE ROAD PLAN

C-104 CONTRACTORS WORK LIMITS - LOCK AREA PLAN

CORE BORINGS

B-001 GEOLOGICAL STANDARDS - UNIFIED SOIL CLASSIFICATION WITH ABBREVIATIONS

B-002 GEOLOGICAL STANDARDS - ROCK AND SOIL DESCRIPTIONS WITH ABBREVIATIONS

B-101 BORING LOCATION PLAN

HYDROGRAPHIC SURVEYS

V-601 UPPER POOL - POOL STAGE HYDROGRAPHS 2015 - 2018

V-602 UPPER POOL - POOL STAGE HYDROGRAPHS 2019

WATERWAY SIGNS

SD301 DEMOLITION PLAN AND SECTION - MOORING CELL 2

S-101 REINFORCEMENT PLAN AND SECTION - MOORING CELL 2

S-102 PLAN - MOORING CELL 2

S-201 ELEVATION - ENCAPSULATING MOORING CELL

S-202 ELEVATION AND NOTES - SIGN SUPPORT FRAME

S-501 SHEET PILING DETAILS

S-502 SHEET PILING DETAILS

S-503 DETAILS - SIGN SUPPORT FRAMES

S-504 DETAILS - LADDER

S-505 DETAILS - GOVERNMENT FURNISHED SIGN SUPPORT FRAME

REFERENCE DRAWINGS

SHEET ID DRAWING TITLE

GENERAL INDEXES - COVER SHEET, SIGNATURE SHEET, GENERAL INDEX SHEETS, & PICTORIAL VIEWS

4/2.1 GENERAL PLAN, SITE PLANS AND STATION REFERENCES

SURVEY AND RECREATION - CORE BORINGS

10/5 MOORING PIERS - FOUNDATION EXPLORATION-BORINGS HOLES USMC-1, USMC-2, DSMC-1 AND DSMC-2

SURVEY AND RECREATION - HYDROGRAPHIC SURVEYS

V-6012 LOWER POOL HYDROGRAPHS - 2000-2004 (INCLUSIVE)

V-6013 LOWER POOL HYDROGRAPHS - 2005-2009 (INCLUSIVE)

V-6014 LOWER POOL HYDROGRAPHS - 2010-2014 (INCLUSIVE)

V-6015 UPPER POOL HYDROGRAPHS - 2000-2004 (INCLUSIVE)

V-6016 UPPER POOL HYDROGRAPHS - 2005-2009 (INCLUSIVE)

V-6017 UPPER POOL HYDROGRAPHS - 2010-2014 (INCLUSIVE)

LOCK - MISCELLANEOUS (MOORING PIERS)

37/4.1 MOORING PIERS - PLANS, SECTIONS AND DETAILS

37/5.1 MOORING PIERS - NEW PIER 1, UPPER POOL & NEW PIER 2, LOWER POOL - PLAN, SECTION AND ELEVATIONS

37/6.1 MOORING PIERS - EXISTING PIER, UPPER POOL - PLAN, SECTIONS, ELEVATIONS AND DETAIL

37/7 MOORING PIERS - NEW PIER 1, UPPER POOL & NEW PIER 2, LOWER POOL - ELEVATION AND DETAILS

37/8.1 MOORING PIERS - MISCELLANEOUS ITEMS - SECTIONS, ELEVATIONS AND DETAILS

TEMPORARY CONSTRUCTION - SAFETY BOOMS

SS100 WATERWAY SAFETY BOOM - SITE PLAN

SB500 ANCHOR BLOCK CONNECTION DETAILS

SB502 TYPICAL SAFETY BOOM LAYOUT DETAIL

TEMPORARY CONSTRUCTION - PROJECT ID SIGN

95/1 SAFETY CRITICAL SIGNS - TYPEFACE AND LEGEND FORMAT

95/3 GOVERNMENT FURNISHED EXTRUDED PANELS - DETAILS AND INSTALLATION

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STANDARD ABBREVIATIONS:

RA RETURN AIR

RECEP RECEPTACLE

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

RMG RELATIVE MOVEMENT GROUP

RR RAILROAD

RT RIGHT, RADIOGRAPH TESTING

RW, R/W RIVER WALL

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SCADA SUPERVISORY CONTROL & DATA ACQUISITION

SCH SCHEDULE

SDR STANDARD DIMENSION RATIO

SECT SECTION

SEL SELECT

SF SQUARE FOOT

SH, SHLD SHIELDED

SHT SHEET

SIM SIMILAR

SL SLOPE

SLS SEWAGE LIFT STATION

SMACNA SHEET METAL & AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

SOL SOLENOID

SP SUMP PUMP

SPA SPACE, SPACING

SPD SURGE PROTECTIVE DEVICE

SPDT SINGLE POLE DOUBLE THROW

SPEC SPECIFICATION

SQ SQUARE

SR STATE ROAD

SS STAINLESS STEEL, SAFETY SWITCH

SSP SHEET PILE

SSPC STRUCTURAL STEEL PAINTING COUNCIL

ST STL STAINLESS STEEL

STA STATION

STD STANDARD

STG CTRS STAGGERED CENTERS

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STR STRAIGHT, STRUCTURAL

STR STL STRUCTURAL STEEL

SV, SOL SOLENOID VALVE

SW SWITCH

SWP SERVICE WATER PUMP

SY SQUARE YARD

SYM SYMMETRICAL

T, XFMR TRANSFORMER

T/ TOP OF

TB TERMINAL BLOCK

TEMP TEMPORARY

TF TOF FACE, TRENCH FLOOR

TH THERMOSTAT

THK THICK

TM TILTMETER

TOC TOP OF CONCRETE

TOG TOP OF GRATING

TOR TOP OF ROCK

TOS TOP OF STEEL

TP TILT PLATE

TRANS TRANSVERSE

TS TRAFFIC SIGNAL

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

TYP TYPICAL

U/S UPSTREAM

UFC UNIFIED FACILITIES CRITERIA

UH UNIT HEATER

UHMW-PE ULTRA-HIGH-MOLECULAR-WEIGHT POLYETHYLENE

UL UNDERWRITERS LABORATORIES

UNC UNIFIED NATIONAL COARSE

UNO UNLESS NOTED OTHERWISE

UP UPPER POOL

UPS UNINTERRUPTIBLE POWER SUPPLY

US UNITED STATES, UPSTREAM

USACE UNITED STATES ARMY CORPS OF ENGINEERS

USLW UPSTREAM LAND WALL

USMW UPSTREAM MIDDLE WALL

USRW UPSTREAM RIVER WALL

UT ULTRASONIC TESTING

V VOLTS

VAC VOLTS ALTERNATING CURRENT

VCP VITRIFIED CLAY PIPE

VDC VOLTS DIRECT CURRENT

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOIP VOICE OVER INTERNET PROTOCOL

W WATTS, WIDTH, WATER, WEST

W WITH

W/OUT WITHOUT

WF WIDE FLANGE

WH WATER HEATER

WOF WELDED ON FEMALE INTERLOCK

WOM WELDED ON MALE INTERLOCK

WP WATERPROOF, WEATHERPROOF, WORKING POINT

WT WEIGHT, TEE SECTION

WWR WELDED WIRE REINFORCEMENT

YD YARD

YEL YELLOW

KCMIL ONE THOUSAND CIRCULAR MILS

KSI KIPS PER SQUARE INCH

KVA KILOVOLT AMPS

KW KILOWATT

L ANGLE, LENGTH

L-8 LAND WALL MONOLITH NO. 8

L/C LAND CHAMBER

L/D LOCK AND DAM

LA LIGHTING ARRESTOR

LBS POUNDS

LC LIGHTING CONTRACTOR

LCD LIQUID CRYSTAL DIODE

LCY LATCHING CYLINDER

Ld DEVELOPMENT LENGTH

Ldh HOOK DEVELOPMENT LENGTH

LDT LINEAR DISPLACEMENT TRANSDUCER

LED LIGHT EMITTING DIODE CLUSTER LAMP

LF LINEAR FEET

LG LONG

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMC LATEX MODIFIED CONCRETE

LOC LOCATION

LP LOWER POOL, LOW POINT, LIGHTING PANELBOARD

LS LIMIT SWITCH

LSL LONG SLOTTED HOLE

LT LIGHT, LEFT

LTG LIGHTING

LW, L/W LAND WALL

M MOTOR, METER

M-8 MIDDLE WALL MONOLITH NO. 8

MATL MATERIAL

MAX MAXIMUM

MB/S MEGABYTE PER SECOND

MCC MOTOR CONTROL CENTER

MDS MAIN DISCONNECT SWITCH

MECH MECHANICAL

MFR MANUFACTURER

MH MANHOLE

MIL ONE THOUSANDTH OF AN INCH

MIN MINIMUM

MISC MISCELLANEOUS

MJ MONOLITH JOINT, MECHANICAL JOINT

MK MARK

MM MILLIMETER

MONO MONOLITH

MT MAGNETIC PARTICLE TESTING

MTD MOUNTED

MTL METAL

MTS MANUAL TRANSFER SWITCH

MW, M/W MIDDLE WALL

N NORTH, NITROGEN, NEUTRAL

N/A NOT APPLICABLE

NAVD NORTH AMERICAN VERTICAL DATUM

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NF NOT FUSED, NEAR FACE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NGS NATIONAL GEODETIC SURVEY

NGVD NATIONAL GEODETIC VERTICAL DATUM

NIC NOT IN CONTRACT

NO NUMBER, NORMALLY OPEN

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION

NS NEAR SIDE

NSRS NATIONAL SPATIAL REFERENCE SYSTEM

NTRL NEUTRAL

NTS NOT TO SCALE

O/O OUT TO OUT

OC ON CENTER

OD OUTSIDE DIAMETER

ODOP OHIO DEPARTMENT OF TRANSPORTATION

OF OUTSIDE FACE

OL OVERLOAD

OPG OPENING

OPP OPPOSITE

OPT OPTIONAL

ORG ORANGE

P POLE

PB PUSH BUTTON, PULL BOX

PBM PRIMARY BENCH MARK

PC PERSONAL COMPUTER, PIECE, PROTECTION CELL

PENNDOT PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

PF POWER FACTOR

PH PHASE

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLC PROGRAMMABLE LOGIC CONTROLLER

PNL PANEL

POS POSITIVE

POT POTENTIOMETER

PP POWER PANELBOARD

PR PAIR

PS POWER SUPPLY

PSC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSM POWER SUPPLY MODULE

PT PRESSURE TRANSDUCER

PTZ PAN TILT ZOOM

PVC POLYVINYL CHLORIDE

PWR POWER

QTY QUANTITY

R, RAD RADIUS

R-8 RIVER WALL MONOLITH NO. 8

R/C RIVER CHAMBER

DN DOWN

DP DEEP, DISTRIBUTION PANEL

DPDT DOUBLE POLE DOUBLE THROW

DPST DOUBLE POLE SINGLE THROW

DS, D/S DOWNSTREAM

DSLW DOWNSTREAM LAND WALL

DSMW DOWNSTREAM MIDDLE WALL

DSRW DOWNSTREAM RIVER WALL

DVR DIGITAL VIDEO RECORDER

DWG, DGWS DRAWING, DRAWINGS

DWP DEWATERING PUMP

E EAST

E-STOP EMERGENCY STOP

EA EACH

EF EACH FACE, EXHAUST FAN

EJ EXPANSION JOINT

EL, ELEV ELEVATION

ELB ELBOW

ELEC, ELECT ELECTRICAL

EM EMERGENCY, ENGINEERING MANUAL

EMB EMBEDED

EMT ELECTRICAL METAL TUBING

ENET ETHERNET

EPDM ETHYLENE-PROPALENE-DIENE-MONOMER

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATED

ESV EMPTYING SOLENOID VALVE

EV, E/V EMPTYING VALVE

EW EACH WAY

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F FUSE, DEGREES FAHRENHEIT

F'C 28 DAY COMPRESSION CONCRETE STRENGTH GIVEN IN PSI

F/F FACE TO FACE

FA FIRE ALARM

FB FUSE BOX

FCM FRACTURE CRITICAL MEMBER

FD FLOOR DRAIN

FF FAR FACE

FH FLAT HEAD

FIXT FIXTURE

FL FLOODLIGHT

FLG FLANGE

FLR FLOOR

FM FLOATING MOORING, FORCE MAIN

FMB FLOATING MOORING BITT

FO FIBER OPTIC

FRP FIBER REINFORCED POLYMER

FS FAR SIDE

FSV FILLING SOLENOID VALVE

FT FOOT, FEET

FU FUSE

FV, F/V FILLING VALVE

Fy YIELD STRENGTH

G, GRD GROUND

GA GOUGE

GAL GALLON

GALV GALVANIZED

GEN GENERATOR

GFE GOVERNMENT FURNISHED EQUIPMENT

GFI, GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFM GOVERNMENT FURNISHED MATERIAL

GFRP GLASS FIBER REINFORCED POLYMER

GPM GALLONS PER MINUTE

GR GRADE OF STEEL

GRS GALVANIZED RIGID STEEL

GTG GRATING

GV GATE VALVE

GWB GYPSUM WALL BOARD

H, HT HEIGHT

HC HEATER CONTRACTOR

HD HEAD, HIGH DEFINITION, HEAVY DUTY

HDG HOT DIP GALVANIZED

HDLS HEADLESS

HDPE HIGH DENSITY POLYETHYLENE

HEX HEXAGONAL

HH HANDHOLE

HID HIGH INTENSITY DISCHARGE

HK HOOK

HMI HUMAN MACHINE INTERFACE

HML HIGH MAST LIGHTING

HOA, H-O-A HIGH-OFF-AUTOMATIC

HORIZ HORIZONTAL

HP HORSEPOWER, HIGH POINT

HPS HIGH PRESSURE SODIUM

HPU HYDRAULIC POWER UNIT

HS HIGH STRENGTH

HSA HEADED STUD ANCHOR

HT HEATER

HVAC HEATING, VENTILATING & AIR CONDITIONING

HW HOT WATER

HZ HERTZ

I/O INPUT/OUTPUT

IC INCLINOMETER

ICP INTERLOCK CONTROL PANEL

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IN INCH

INT INTERIOR

INV INVERT

IP INTERNET PROTOCOL

JP, J.BOX JUNCTION BOX

JT JOINT

K KIP (1 KIP = 1,000 LBS)

KA KILOAMP

& AND

1P SINGLE POLE

2P DOUBLE POLE

3P THREE POLE

@ AT

A AMPERE

AASHTO AMERICAN ASSOC. OF STATE HIGHWAY & TRANSPORTATION

AB AIR BUBBLER

ABT ABOUT

AC AIR CONDITIONING, ALTERNATING CURRENT

ACCU AIR CONDENSING UNIT

ACE-IT ARMY CORPS OF ENGINEERS INFORMATION TECHNOLOGY

ACI AMERICAN CONCRETE INSTITUTE

AF AMP FRAME RATING

AFF ABOVE FINISHED FLOOR

AGA AMERICAN GAS ASSOCIATION

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING CAPACITY

AIEE AMERICAN INSTITUTE OF ELECTRICAL ENGINEERS

AISC AMERICAN SOCIETY OF STEEL & CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AT AMP TRIP RATING

ATS AUTOMATIC TRANSFER SWITCH

AUX AUXILIARY

AVG AVERAGE

AW AIR WHISTLE

AWG AMERICAN WIRE GAGE

AWS AMERICAN WELDING SOCIETY

AWWA AMERICAN WATER WORKS ASSOCIATION

B TO B BACK TO BACK

B/ BOTTOM OF

BKR BREAKER

BL BASELINE

BLDG BUILDING

BLK BLACK

BLU BLUE

BM BEAM

BOT BOTTOM

BRG BEARING

BRN BROWN

BS BLACK STEEL

BSV BLOCKING SOLENOID VALVE

BT BENT

BTU BRITISH THERMAL UNITS

BYP BYPASS

C CONDUIT, DEGREES CELSIUS, CONDUCTOR

C'BORE COUNTERBORE

C/C CENTER TO CENTER

CA COMPRESSED AIR

CAB CABINET

CAD COMPUTER-AIDED DRAFTING

CAHU CONDENSING UNIT

CAM CAMERA

CAP CAPACITY

CAT CATALOG

CAT6 CATEGORY 6 CABLE

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CD COFFERDAM

CFM CUBIC FEET PER MINUTE

CFRP CARBON REINFORCED POLYMER

CG CENTER OF GRAVITY

CI CAST IRON

CIP CAST-IN-PLACE, CAST IRON PIPE

CJ CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CJT CONTROL JOINT

CKT CIRCUIT

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COAX COAXIAL

COMM COMMUNICATION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

COR CONTRACTING OFFICER'S REPRESENTATIVE

COV COVERAGE

CPA CORNER PROTECTION TYPE A (HORIZONTAL)

CPB CORNER PROTECTION TYPE B (VERTICAL)

CPU CENTRAL PROCESSING UNIT

CR CONTROL RELAY

CS1, CS-1 CONTROL STATION NO. 1

CSK COUNTERSUNK

CTR, CTRS CENTER, CENTERS

CTRL CONTROL

CU FT, CU CUBIC FOOT

CU YD, CY CUBIC YARD

CW COLD WATER

CWL CONTRACTOR WORK LIMITS

CYL CYLINDER

DC DIRECT CURRENT

DEG DEGREE

DEMO DEMOLITION

DI DUCTILE IRON

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISC SW, DS DISCONNECT SWITCH

DL DEAD LOAD

M A

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D E

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N D

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WEIR DAM

ESPLANADE

MIDDLE WALL

RIVER WALL

MAIN CHAMBER

AUXILLIARY CHAMBER

UPPER GUARD WALL

LOWER GUARD WALL

DANGER SIGN

MOORING CELL #2

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IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

NORTH

PLAN

F L O

W

NOTES

LEGEND

NORMAL HIGH WATER

RIVER BANK

F L O

W

McCUTCHEON WAY

RIVER

OHIO

600'0 300'

POOL EL 691.6

NORMAL UPPER

OHIO RIVER

AND DAM

DASHIELDS LOCKS

3. WORK AREA LIMITS FOR LOCKS AND DAM ARE SHOWN ON DRAWING C-104.

DRAWING C-103.

2. WORK AREA LIMITS FOR LOCKS AND DAM ENTRANCE ROAD ARE SHOWN ON

1. WORK AREA LIMITS FOR MOORING CELL #2 ARE SHOWN ON DRAWING C-102.

F

IX

E D C

R E S T D

A M

A2

OVERALL SITE PLAN

SCALE: 1"=300'

D A S H

IE

LD

S

LO

C K R

O A D

C E

R T

IF

IE

D F

IN

A L D

O C

U M

E N

T S

O H

IO

R

IV

E R B

A S

IN

D A

S H

IE

L D

S L

O C

K S A

N D D

A M

N E

W M

O O

R

IN

G C

E L L A

N D W

A T

E R

W A

Y S D

A N

G E

R S

IG

N

P

IT

T S

B U

R G

H D

IS

T R

IC

T

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

--W

W N

B

M A

Y

A N

S I

D

C-101

O V

E R

A L L S

IT

E P

L A

T U

R M

R T

Y S

Z K

IE

W

IC

Z

M C

A S

T L E

M R

O T

H E

R

RIVER BANK

CELL #2

MOORING

NORMAL HIGH WATER

WORK LIMITS

CONTRACTOR

'-0

'-0

'-0

0' -0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

RIVER

OHIO

NORTH

PLAN

F L

W

30' 60'0

NOTES

LEGEND

NORMAL HIGH WATER

RIVER BANK

RIVER BATHYMETRY FROM JULY 28, 2017

CONTRACTOR WORK LIMITS

RIVER BATHYMETRY FROM JANUARY 30, 2020

A1

SCALE: 1"=30'

BATHYMETRY AT WORK LIMITS

DURING NON-DAYLIGHT HOURS, SHALL BE PROVIDED BY THE CONTRACTOR.

THE CONTRACTOR. UTILITIES, INCLUDING TEMPORARY POWER AND LIGHTING

EQUIPMENT (CRANE, FLOATING PLANT) WILL NOT BE MADE AVAILABLE TO

6. GOVERNMENT UTILITIES (INCLUDING WATER, ELECTRICITY,FUEL, ETC.) AND

5. SIGN LOCATION AT MOORING CELL #2 IS ACCESSIBLE ONLY FROM THE RIVER.

WITHIN THE PATH OF NAVIGATION TO THE LOCK CHAMBER.

SHALL COORDINATE WITH DASHIELDS LOCKMASTER PRIOR TO BEGINNING WORK

4. CONTRACTOR CANNOT INTERRUPT NAVIGATION ON THE RIVER. CONTRACTOR

REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

TIME THE UPPER POOL REACHES ELEVATION 702.8 FT NAVD88 (UPPER GAGE 23').

FLOATING PLANT SHALL BE MOORED SAFELY AWAY FROM THE PROJECT BY THE

BELOW ELEVATION 702.8 FT NAVD88 (UPPER GAGE 23'). THE CONTRACTOR’S

3. WORK IN RIVER CAN PROCEED AS LONG AS THE DASHIELDS UPPER POOL IS

MASTER. THE CONTRACTOR SHALL HAVE LIMITED ACCESS TO AREAS OF THE LOCK.

DIRECTED BY THE CONTRACTING OFFICER AND COORDINATED WITH THE LOCK

2. WORK AREA LIMITS AT THE LOCK SITE AND MOORING CELL #2 SHALL BE AS

THIS AREA FOR THE SURVEY BOAT.

LAND SIDE OF THE MOORING CELL IS UNAVAILABLE DUE TO LACK OF ACCESS TO

TOPOGRAPHY MAY HAVE CHANGED SINCE LAST SURVEY. DATA FOR SURVEY ON THE

THAN THE SURROUNDING SURVEY DATA. USE CAUTION WITHIN THESE AREAS AS

1. BATHYMETRIC SURVEY DATA PROVIDED NEAR THE MOORING CELL IS MORE RECENT

C E

R T

IF

IE

D F

IN

A L D

O C

U M

E N

T S

O H

IO

R

IV

E R B

A S

IN

D A

S H

IE

L D

S L

O C

K S A

N D D

A M

N E

W M

O O

R

IN

G C

E L L A

N D W

A T

E R

W A

Y S D

A N

G E

R S

T S

B U

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H D

IS

T R

IC

T

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T Y A

V E

N U

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P

IT

T S

B U

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H P

A

--W

W N

B

M A

Y

A N

S I

C-102

R K L

IM

IT

S P

L A

N B

A T

H Y

M E

T R

Y A

T M

O O

R

IN

G C

E L L

T U

R M

R T

Y S

Z K

IE

W

IC

Z

M C

A S

T L E

M R

O T

H E

R

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

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IC

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N N

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

NOTES

LEGEND

NORMAL HIGH WATER

RIVER BANK

CONTRACTOR WORK LIMITS

McCUTCHEON WAY

T O D

A S H

IE

LD

S

LO

C K P

A R

K

IN

G

LO

T

100' 200'0

CONTINUE ON DRAWING C-104

A2

SCALE: 1"=100'

D A S H

IE

LD

S

LO

C K R

O A D

CONTRACTOR WORK LIMITS DASHIELDS LOCK ROAD PLAN

ENTRANCE TO LOCKS PARKING LOT ONLY.

SUPPLIES. THE CONTRACTOR SHALL USE DASHIELDS LOCK ROAD FOR

STAGE FOR CONSTRUCTION OR AS A STORAGE AREA FOR EQUIPMENT OR

1. CONTRACTOR SHALL NOT BE PERMITTED TO USE THE LOCK ACCESS ROAD TO

RIVER

OHIO

F L O

W

C E

R T

IF

IE

D F

IN

A L D

O C

U M

E N

T S

O H

IO

R

IV

E R B

A S

IN

D A

S H

IE

L D

S L

O C

K S A

N D D

A M

N E

W M

O O

R

IN

G C

E L L A

N D W

A T

E R

W A

Y S D

A N

G E

R S

T S

B U

R G

H D

IS

T R

IC

T

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

--W

W N

B

M A

Y

A N

S I

C-103

T R

A N

C E R

O A

D P

L A

N C

O N

T R

A C

T O

R S W

O R

K L

IM

T U

R M

R T

Y S

Z K

IE

W

IC

Z

M C

A S

T L E

M R

O T

H E

R

350'-0"

'-0

ESPLANADE

LOCK OFFICE

MIDDLE WALL

MAIN CHAMBER

AUXILLIARY CHAMBER

RIVER WALL

UPPER GUARD WALL

OR CONTRACTING OFFICER

DESIGNATED BY LOCKMASTER

CONTRACTOR PARKING TO BE

GATES

MITER

GATES

MITER

POWER HOUSE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

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S

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D E

S C

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IP

T

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

A2

SCALE: 1"=100'

PLAN

NOTES

LEGEND

NORMAL HIGH WATER

RIVER BANK

CONTRACTOR WORK LIMITS

CONTINUE ON DRAWING C-103

CONTRACTOR MOORING AREA

F L O

W

RIVER

OHIO

POOL EL 692.0

NORMAL UPPER

OHIO RIVER

RIVER

OHIO

F L O

W

CONTRACTOR WORK LIMITS AT LOCK AREA PLAN

100' 200'0

UPON APPROVAL FROM THE LOCKMASTER AND CONTRACTING OFFICER.

9. ADDITIONAL LAYDOWN / STORAGE AREA ON THE ESPLANADE MAY BE PROVIDED

SHALL NOT EXCEED 100 PSF.

DELIVERY ACROSS MITER GATES WILL BE PERMITTED. LOADING OF MITER GATES

WILL NOT AFFECT OPERATIONS AT THE LOCK. NO MATERIAL OR EQUIPMENT

GATES FOR THIS PURPOSE WILL BE AT THE DISCRETION OF THE LOCKMASTER AND

UPSTREAM MITER GATES TO ACCESS THE FLOATING PLANT. ACCESS TO THE MITER

GATES ARE OPEN, THE CONTRACTOR MAY CROSS THE ESPLANADE AND USE THE

WALL TO ACCESS THE FLOATING PLANT. IN THE EVENT THE DOWNSTREAM MITER

CONTRACTOR MAY UTILIZE THE DOWNSTREAM MITER GATES AND CROSS THE RIVER

8. IF FLOATING PLANT IS MOORED TO THE UPPER GUARD WALL ABOVE THE DAM, THE

STAGE FOR CONSTRUCTION OR AS A STORAGE AREA FOR EQUIPMENT OR SUPPLIES.

7. CONTRACTOR SHALL NOT BE PERMITTED TO USE THE LOCK ACCESS ROAD TO

NON-DAYLIGHT HOURS, SHALL BE PROVIDED BY THE CONTRACTOR.

CONTRACTOR. UTILITIES, INCLUDING TEMPORARY POWER AND LIGHTING DURING

EQUIPMENT (CRANE, FLOATING PLANT) WILL NOT BE MADE AVAILABLE TO THE

6. GOVERNMENT UTILITIES (INCLUDING WATER, ELECTRICITY, FUEL, ETC.) AND

5. SIGN LOCATION AT THE MOORING CELL #2 IS ACCESSIBLE ONLY FROM THE RIVER.

WITHIN THE PATH OF NAVIGATION TO THE LOCK CHAMBER.

SHALL COORDINATE WITH DASHIELDS LOCKMASTER PRIOR TO BEGINNING WORK

4. CONTRACTOR CANNOT INTERRUPT NAVIGATION ON THE RIVER. CONTRACTOR

SPECIFICATIONS SECTION FOR ADDITIONAL REQUIREMENTS.

UPPER POOL REACHES ELEVATION 702.8 FT NAVD88 (UPPER GAGE 23'). REFER TO

PLANT SHALL BE MOORED SAFELY AWAY FROM THE PROJECT BY THE TIME THE

ELEVATION 702.8 FT NAVD88 (UPPER GAGE 23'). THE CONTRACTOR’S FLOATING

3. WORK IN RIVER CAN PROCEED AS LONG AS THE DASHIELDS UPPER POOL IS BELOW

MASTER. THE CONTRACTOR SHALL HAVE LIMITED ACCESS TO AREAS OF THE LOCK.

DIRECTED BY THE CONTRACTING OFFICER AND COORDINATED WITH THE LOCK

1. WORK AREA LIMITS AT THE LOCK SITE AND MOORING CELL #2 SHALL BE AS

F

IX

E D C

R E S T D

A M

D A S H

IE

LD

S

LO

C K R

O A D

C E

R T

IF

IE

D F

IN

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D A

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G C

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C-104

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B-001

US Army Corps of Engineers

U S

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T S

TYPICAL NAMES

(Excluding particles larger than 3 inches and basing fractions on estimated weights)

INFORMATION REQUIRED FOR

DESCRIBING SOILS

LABORATORY CLASSIFICATION

CRITERIA

GW

GP

GC

G r a v e l s

M o r e t h a n l f o f c o a r s f a c t i o n i s l a r g e r t h o i e v z e

S a n d s

M o l f o f c o a r a c t i o n i s s m a l l e r t h e z e

C o a r s e g r a i n d i l s

F i n e g r a i n i l s

C l e

G a v e l s

L i t t l n o f i n e s

G r a v e l s w i t h

F i n e s

A p p r e c i a b l e a m o u n t o f f i n e s

C l e n d s

L i t t n e s

S a n d s w i t h

F i n e s

A p p r e c i a b l e a m o u n t o f f i n e s

SC

SM

SP

SW

S i l t s a a y s

L i q u m i t l e s s t h

S i l t s a a y s

L i q u m i t g r e a t e r t h

O R

A N

G E

B L

U E

G R

E E

N

Y E

L L

O W

R E

D

Y E

L L

O W

R E

D

Highly Organic Soils

PT

OH

CH

MH

OL

CL

ML

Peat and other highly organic soils

Identification procedures on fractions smaller than No. 40 sieve size

Dry Strength

(crushing characteristics)

Dilatancy

(reaction to shaking)

Toughness

(consistency near PL)

NoneQuick to slowNone to slight

Medium to high Medium

Slow Slight

Slow to none

None High and frequently by fibrous texture

For undisturbed soils add information on stratification, degree of compactness, cementation, moisture conditions and drainage characteristics

Give typical name; indicate approximate percentages of sand and gravel, max size, angularity, surface condition and hardness of the coarse grains; local or geologic name and other pertinent descriptive information and symbol in parentheses

Example:

size; rounded and subangular sand grains coarse to fine; about 15% nonplastic fines with low dry strength, well compacted and moist in place; alluvial sand. (SM) character of plasticity, amount and maximum size of coarse grains, color in wet name and other pertinent descriptive

For undisturbed soils add information on structure, stratification, consistency in undisturbed and remolded states, moisture and drainage conditions

Example:

loess, (ML)

M o

M

G

C

S

M

S

C a r d e r l i n e c a s e s r e q u i r i n g u d u a l s y m b o l s

C u

= Greater than 4

D

D

C c

(D )

D x D

Between one and 3

Not meeting all gradation requirements for GW

Atterberg limits below than 4

Atterberg limits below

"A" line with Pl greater than 7

Above "A" line with Pl between 4 and 7 are borderline cases requiring use of dual symbols

D

D

Greater than 6=

C u

(D )

D x D

10 60

C c Between one and 3

Not meeting all gradation requirements for SW

Atterberg limits below than 4

Atterberg limits above

"A" line with Pl greater than 7

Limits plotting in hatched zone with Pl borderline cases requiring use of dual symbols between 4 an 7 are

400 500

LIQUID LIMIT, LL

P L

A S

T I C

I T

Y

I N

D E

X

P

I

20 30

40 50 60

LIQUID LIMIT, LL

U-LINE: PI= 0.9 (LL -8)

A-LINE: PI= 0.73 (LL -20)

CL-ML

PLASTICITY CHART

FIELD IDENTIFICATION PROCEDURES

"A" line or Pl less

"A" line or Pl Less

D e t e r m i n e p e r c e n t a g e s o f g r a v o m g r a i n s i z c u r v e

D e p e n d i n g o n p e r c e n t a g f i n e s f r a c t i o n s m a l l e r t h s i e z e c o a r s e g r a i n i l s a a s s i f i e d a s f o l l o w s

M o l f o f m a t e r i l a r g e r t h e z e

M o l f o f m a t e r i s m a l l e r t h e z e

Silty sands, sand-silt mixtures

Clayey sands, sand-clay mixtures

Readily identified by color, odor, spongy feel

Silty sand, gravelly; about 20% hard angular gravel particles, 2 in. maximum

Give typical name, indicate degree and condition, odor if any, local or geologic information and symbol in parenthesis

Clayey silt, brown, slightly plastic, small percentage of fine sand, numerous vertical root holes, firm and dry in place

The tougher the thread near the plastic limit and the stiffer the lump when it finally crumbles, the more potent is the colloidal clay fraction in the soil. Weakness of the thread at the plastic limit and quick loss of coherence of the lump below the plastic limit indicates either inorganic clay of low plasticity, or materials such as kaolin-type clays and organic clays which occur below the A-line.

Highly organic clays have a very weak and spongy feel at the plastic limit.

T h e

N o e a b o u t t h e s m a l l e s t p a r t i c s i b e n a k e d e y e

(1) Boundary classifications: Soils possessing characteristics of two groups are designated by combinations of group symbols. For example GW-GC: well graded gravel-sand mixture with clay binder.

FIELD IDENTIFICATION PROCEDURES FOR FINE-GRAINED SOILS OR FRACTIONS

These procedures are to be performed on the minus No.40 sieve size particles, approximately in. For field classification purposes, U g a i n s i u r e n t i f y i n g t h e f r a c t i o n s a s g i v e n u n d e r f i e e n t i f i c a t i o n

a. Gravels with 5 to 12% fines require dual symbols

GW-GM well graded gravel with silt

GW-GC well graded gravel with clay

GP-GM poorly graded gravel with silt

GP-GM poorly graded gravel with clay

SW-SM well graded sand with silt

SW-SC well graded sand with clay

SP-SM poorly graded sand with silt

SP-SC poorly graded sand with clay

CL or OL

(2) All sieve sizes on this chart are U.S. standard.

For classification of fine-grained soils and fine-grained fraction of coarse-grained soils.

CH or OH

A-LINE

U-LINE

screening is not intended. Simply remove by hand the coarse particles that interfere with the tests.

"U" line is an empirical boundary for natural soils. (Ref: Das, 1990)

(Ref: 2nd Edition Earth Manual, Bureau of Reclamation, 1990)

Slight to medium

Dry strength (Crushing characteristics)

After removing particles larger than No. 40 sieve size, mold a pat of soil to the consistency of putty, adding water if necessary. Allow the pat to dry completely by oven, sun, or air drying, and then test its strength by breaking and crumbling between the fingers. This strength is a measure of the character and quantity of the colloidal fraction contained in the soil. The dry strength increases with increasing plasticity.

High dry strength is characteristic for clays of the CH group. A typical inorganic silt possesses only very slight dry strength. Silty fine sands and silts have about the same slight dry strength, but can be distinguished by the feel when powdering the dried specimen. Fine sand feels gritty, whereas a typical silt has the smooth feel of flour.

Toughness (Consistency near plastic limit)

After removing particles larger than No. 40 sieve size a specimen of soil about one-half cubic inch is molded to the consistency of putty. If sticky, the specimen should be spread out in a thin layer and and allowed to lose some moisture by evaporation. Then the specimen is rolled out by hand on a smooth surface or between the palms into a thread about one-eighth inch in diameter. The thread is then folded and rerolled repeateldly. During this manipulation the moisture content is gradually too dry, water must be added and reduced and the speciamen stiffens, finally loses its plasticity, and crumbles when the plastic limit is reached.

After the thread crumbles, the pieces should be lumped together and a slight kneading action continued until the lump crumbles.

High to very high

Medium to high

None to very slow

Slight to medium

Slight to medium

Slight to medium

None to very slow

Plastic fines (for identification procedures see CL below)

Wide range in grain sizes and substantial amounts of all intermediate particle sizes

Predominantly one size or a range of sizes with some intermediate sizes missing

Nonplastic fines or fines with low plasticity

(for identification procedures see ML below)

Plastic fines (for indentification procedures see CL below)

Wide range in grain size and substantial amounts of all intermediate particle sizes

Predominantly one size or a range of sizes with some intermediate sizes missing

Nonplastic fines or fines with low plasticity

(for identification procedures see ML below)

GM

b. Sands with 5 to 12 % fines require dual symbols

F o r v i s u a l c l a s s i f i c a t i o n t i n s i m y b e u s e d a s e q u i v a t l e n t e

N o e z e

Dilatancy (Reaction to shaking)

After removing particles larger than No. 40 sieve size, prepare a pat of moist soil with a volume of about one-half cubic inch. Add enough water, if necessary, to make the soil soft but not sticky.

Place the pat in the open palm of one hand and shake horizontally, striking vigorously against the other hand several times. A positive reaction consists of the appearance of water on the surface of the pat which changes to a livery consistency and becomes glossy. When the sample is squeezed between the fingers, the water and gloss disappear from the surface, the pot stiffens, and finally it cracks or crumbles. The rapidity of appearance of water during shaking and ts disappearance during squeezing assist in identifying the character of the fines in a soil.

Very fine clean sands give the quickest and most distinct reaction whereas a plastic clay has no reaction. Inorganic silts, such as a typical rock flour, show a moderately quick reaction.

Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic soils

Inorganic clays of high plasticity fat clays

Organic clays of medium to high plasticity organic silts

Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or clayey silts with slight plasticity

Inorganic clays of low to medium plasiticity, gravelly clays, sandy clays, silt clays, lean clays

Organic silts and organic silt-clays of low plasticity

Well-graded gravels, gravel-sand mixtures, little or no fines

Poorly graded gravels, gravel-sand mixtures, little or no fines

Silty gravels, gravel-sand-silt mixtures

Clayey gravels, gravel-sand-clay mixtures

Well graded sands, gravelly sands, little or no fines

Poorly graded sands, gravelly sands, little or no fines

UNIFIED SOIL CLASSIFICATION

(Including Identification and Description)

MAJOR DIVISIONS

GROUP

SYMBOLS

SYMBOL

HATCHING

COLOR

L e s s t h

G

P

S

W

S

P

ML or OL

MH or OH

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

I S

S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

SHEET ID

D S

H B

D

W G

P

Z

I N

N E

C K

E R

B

B

A K

E R

D

N

E U

P A

N E

S

M

I S

S E

N D

A

W I T

H

A

B B

R E

V I A

T I O

N S

R O

K

I L

D

E S

C R

I P

T I O

N S

G E

O L O

G I C

A L

S

T A

N D

A R

D S

B-002

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

P I T

T S

B U

R G

H

D

I S

T R

I C

T

L I B

E R

E

P I T

T S

B U

R G

H

P

A

M A

Y

F I L E

N A

M E

A N

S I

D

W W

N B

O H

V

S

I N

D A

S H

I E

L D

S

L O

C K

S

A

M

N E

W

M

O O

R I N

G

C

E L L

A

T

E R

W A

N

G E

R

S

I G

N

C E

R T

I F

I E

D

F

I N

C

U M

E N

T S

SANDSTONE

INDURATED CLAY

COAL

GROUP SYMBOL

ROCK

CLASSIFICATION

S E

D I M

E N

T A

C

K S

CLASSIFICATION OF ROCK

DESCRIPTION OF SOILS

Cementation

Plasticity

(Ref: ASTM D 2488) drier than the plastic limit.

plastic limit. The thread cannot be rerolled after reaching the plastic limit.

The lump crumbles when drier than the plastic limit.

The thread can be rerolled several times after reaching the plastic limit. The lump can be formed without crumbling when drier then the plastic limit.

Toughness thread and the lump are weak and soft.

limit. The thread and the lump have medium stiffness.

limit. The thread and the lump have very high stiffness.

Weak:

Moderate:

Strong:

Crumbles or breaks with handling or little finger pressure

Crumbles or breaks with considerable finger pressure

Will not crumble or break with finger pressure

Nonplastic:

Low:

Medium:

High:

A 1/8-in. (3-mm) thread cannot be rolled at any water content.

The thread can barely be rolled and the lump cannot be formed when

The thread is easy to roll and not much time is required to reach the

VERY SOFT:

MODERATELY HARD:

HARD:

VERY HARD:

SOFT:

Can be scratched with knife or sharp pick core breaks with moderate hammer blow.

Can be scratched with knife or sharp pick with difficulty (heavy pressure).

Heavy hammer blow required to break core.

Cannot be scratched with knife or sharp pick.

Core breaks with repeated heavy hammer blows.

ROCK HARDNESS

with fingernail or carved with knife.

Breaks with light manual pressure.

Can be gouged by knife or sharp pick with light pressure. Can be scratched with fingernail. Breaks with light to moderate manual pressure.

Can be readily indented or gouged with light to moderate pressure.

Cannot be scratched with fingernail.

UNWEATHERED:

DEGREE OF ROCK WEATHERING

No evidence of any chemical or mechanical alterations

SLIGHTLY WEATHERED:

MODERATELY WEATHERED:

HIGHLY WEATHERED:

DECOMPOSED:

Slight discoloration on surface, slight alteration along discontinuities, less than 10 percent of the rock volume altered.

Discoloring evident, surface pitted and altered with alteration penetrating well below rock surfaces, weathering " halos" evident, 10 to 50 percent of the rock altered.

RQD

0-25%

25-50%

50-75%

75-90%

90-100%

VERY POOR

POOR

FAIR

GOOD

EXCELLENT

DESCRIPTION

ROCK QUALITY DESIGNATION

RQD is the rock quality designation, estimated as the sum of all the core pieces 4 in. or longer (measured along the centerline divided by the length of the core run. Note that only naturally occurring (as opposed to mechanical breaks) breaks in the core samples should be considered.

SPACING/THICKNESSJOINTS BEDDING

Laminated

Very thin

Thin

Medium

Thick

Very thick on the discontinuity surface

Near vertical steps and ridges occur asperities clearly visible; discontinuity

Some ridge and side-angle steps are evident;

surface feels very abrasive

Asperities are distinguishable and can be felt

Surface appears smooth, feels smooth

Visual evidence of polishing

ROUGH:

ROCK BEDDING & FRACTURE FREQUENCY

Broken

Highly fractured

Moderately fractured

Slightly fractured

Unfractured

< 1 in.

1 in. - 4 in.

4 in. - 1 ft.

1 ft. - 3 ft.

3 ft. - 10 ft.

> 10 ft.

Very slightly fractured

JOINT ROUGHNESS

VERY ROUGH:

SLIGHTLY ROUGH:

SMOOTH:

SLICKENSIDED:

Entire mass discolored, alteration pervading nearly all of the rock with some pockets of slightly weathered rock noticeable, some minerals leached away.

Rock reduced to a soil with relict rock texture, generally molded and crumbled by hand.

It takes considerable time rolling and kneading to reach the plastic limit.

Low:

Medium:

High:

Only slight pressure is required to roll the thread near the plastic limit. The

Medium pressure is required to roll the thread to near the plastic

Considerable pressure is required to roll the thread to near the plastic

VISUAL IDENTIFICATION OF SAMPLES

Definition of Soil Components and Fractions

1. Grain Size

Material Fraction Sieve Size

Boulders

Cobbles

Gravel

Sand

12 in. +

3 in. - 12 in.

64in. - 3 in.

No. 4 to

64in.

No. 10 to No. 4

No. 40 to No. 10

No. 200 to No. 40

Passing No. 200Fines

(Silt and Clay) coarse fine coarse medium fine

2. Coarse and Fine Grained Soils

Descriptive Adjective Percentage Requirement trace 1 - 10% little 10 - 20% some 20 - 35% and 35 - 50%

(REF: NAVFAC 7.2, 1982)

DESCRIPTION OF CONSISTENCY OF FINE-GRAINED SOILS

Consistency

31 March 1972)

Range of Standard Range of Unconfined

Compressive Strength, tsf (2)Penetration Resistance (1)

Very Soft Less than 2 Less than 0.25

Soft 2 to 4 0.25 to 0.5

4 to 8 0.5 to 1.0

Stiff 8 to 15 1.0 to 2.0

Very Stiff 15 to 30 2.0 to 4.0

Hard Greater than 30 Greater than 4

(1) Number of blows from 140 lb. weight falling 30 in. to drive 2 in. OD, 1-3/8 in. ID, sampler 1 foot.

(Ref EM 1110-2-1907, Medium

(2) Unconfined compressive strength may also be approximated using a pocket penetrometer or Torvane shear apparatus

Descriptive Term Range of Standard Penetration Resistance (1)

0 to 4

4 to 10

10 to 30

30 to 50

50 and over

(1) Number of blows, from 140 lb. weight falling 30 in. to drive 2 in. OD, 1-3/8 in. ID, sampler 1 foot.

Very loose

Loose

Medium

Dense

Very dense

(Ref: EM 1110-2-1907, 31 March 1972)

LIMESTONE

SILTSHALE

SHALE

SILTSTONE

CLAYSTONE

CLAY SHALE

CAVITY

RELATIVE DENSITY OF GRANULAR SOILS

ABBREVIATIONS USED

ANG = ANGULAR

ARG = ARGILLACEOUS

BLK = BLACK

BOH = BOTTOM OF HOLE

BR = BROWN

BRECC = BRECCIA

BRKN= BROKEN

BW = BASE OF WEATHERING

CALC = CALCAREOUS

CARB= CARBONACEOUS

CIR = CIRCULAR

CLSH = CLAYSHALE

CLST = CLAYSTONE

CO = CLEAN OUT

CONC = CONCRETE

CONCN(S) = CONCRETION(S)

CRS = COARSE

CRUMB = CRUMBLY

DF = DIAGONAL FRACTURE

DK = DARK

FN = FINE

FRAC = FRACTURE

FRAG(S) = FRAGMENT(S)

FREQ= FREQUENT

GEN = GENERALLY

GN = GREEN

GR = GRAIN, GRAINED

GRAV= GRAVEL

GW = GROUND WATER

GY = GRAY

HAF = HIGH ANGLE FRACTURE

HD = HARD

HF = HORIZONTAL FRACTURE

HIGH = HIGHLY

HP = HIGH PLASTICITY

IND = INDURATED

INTRBD = INTERBEDDED

IR = IRREGULAR

JT = JOINT

LAF = LOW ANGLE FRACTURE

LB = POUNDS (WEIGHT)

LP = LOW PLASTICITY

LS =LIMESTONE

LT = LIGHT

LW = LAND WALL

MAX = MAXIMUM

MECH = MECHANICAL

MED = MEDIUM

MICA = MICACEOUS

MIX = MIXED

MOD = MODERATELY

MOT = MOTTLED

MP = MEDIUM PLASTICITY

NOD(S) = NODULE(S)

NP = NON-PLASTIC

NUM = NUMEROUS

OB = OVERBURDEN

OCC = OCCASIONALLY

OD = OUTSIDE DIAMETER

OP = OPEN

ORG = ORGANIC

PCS = PIECES

PL = PLANAR

RF = RIVER FACE

RGH = ROUGH

RND = ROUNDED

RW = RIVERWALL

SF = SOFT

SL = SLIGHTLY

SLICK(S) = SLICKENSIDE(S)

SLTSH = SILTSHALE

SLTST = SILTSTONE

SM = SMOOTH

SR = SOUND ROCK

SS = SANDSTONE

ST = STAINED

STRING = STRINGER

SUB-ANG = SUB-ANGULAR

SUB-RND = SUB-ROUNDED

TI = TIGHT

TOH = TOP OF HOLE

TOR = TOP OF ROCK

TR = TRACE

TSR = TOP OF SOUND ROCK

V = VERY

VERT = VERTICAL

VF = VERTICAL FRACTURE

W/ = WITH

WVY = WAVY

WEATH = WEATHERED

WH = WHITE

WHO = WEIGHT OF HAMMER

WOT = WEIGHT OF TOOLS

= GROUNDWATER LEVEL. GIVE TIME AND

DATE OF READING NEXT TO SYMBOL.

=ACTUAL SIEVE %

D

D

D

D

D

D

A

D

D

PROPOSED MOORING CELL

APPROXIMATE LOCATION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

I S

S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

SHEET ID

D S

H B

D

W G

P

Z

I N

N E

C K

E R

B

B

A K

E R

D

N

E U

P A

N E

S

M

I S

S E

N D

A

B O

R I N

G

L O

C A

T I O

N

P

L A

N

B-101

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

P I T

T S

B U

R G

H

D

I S

T R

I C

T

L I B

E R

E

P I T

T S

B U

R G

H

P

A

M A

Y

F I L E

N A

M E

A N

S I

D

W W

N B

O H

V

S

I N

D A

S H

I E

L D

S

L O

C K

S

A

M

N E

W

M

O O

R I N

G

C

E L L

A

T

E R

W A

N

G E

R

S

I G

N

C E

R T

I F

I E

D

F

I N

C

U M

E N

T S

1. BORINGS 96-D-1, 96-D-2, 96-D-3, 96-D-4, 96-D-5A, 96-D-5, 96-D-6, AND

96-D-7 WERE DRILLED IN 1996 AND ARE LOCATED WITHIN THE

DISTANCE OF APPROXIMATELY 1,000 TO 3,500 FEET FROM THE

PROPOSED SITE.

2. BORINGS USMC-1 AND USMC-2 WERE DRILLED IN 1985 FOR THE

DESIGN OF MOORING CELL APPROXIMATELY 2,300 FEET UPSTREAM OF

THE PROPOSED SITE. THE LOCATIONS OF THESE BORINGS ARE ON THE

REFERENCE DRAWINGS.

GENERAL NOTES

BORING LOCATION

LEGEND

BORING LOCATION PLAN

BORINGS

NSRS GRID

NORTHING

(USFT)

NSRS GRID

EASTING

(USFT)

NAVD88

ELEVATION

(USFT)

APPROXIMATE DISTANCE FROM

THE PROPOSED MOORING CELL

96-D-1 453401.16 1286387.49 - 3500 FEET

96-D-2 453080.80 1286076.97 - 3360 FEET

96-D-3 452550.40 1287274.60 - 2390 FEET

96-D-4 452230.20 1286955.10 - 2200 FEET

96-D-5 450814.10 1288621.80 - 960 FEET

96-D-5A 451701.72 1288166.59 - 1490 FEET

96-D-6 449076.51 1288650.27 - 1400 FEET

96-D-7 449386.90 1289471.60 - 1820 FEET

A1

NTS

BORING PLAN

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

I S

S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

SHEET ID

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D S

H V

D

W G

S

B

A R

T H

O L O

M E

W

B

B

A K

E R

H

S

H I P

P S

J

D

A H

A B

N E

H

P O

O L

S

T A

H

D

R O

G R

A P

U P

P E

R

P

O O

L

V-601

P I T

T S

B U

R G

H

D

I S

T R

I C

T

L I B

E R

E

P I T

T S

B U

R G

H

P

A

M A

Y

F I L E

N A

M E

A N

S I

D

W W

N B

O H

V

S

I N

D A

S H

I E

L D

S

L O

C K

S

A

M

N E

W

M

O O

R I N

G

C

E L L

A

T

E R

W A

N

G E

R

S

I G

N

C E

R T

I F

I E

D

F

I N

C

U M

E N

T S

G1

NTS

POOL ELEVATION 2015

A1

NTS

POOL ELEVATION 2017

G10

NTS

POOL ELEVATION 2016

A10

NTS

POOL ELEVATION 2018

1. HISTORICAL STAGE HYDROGRAPHS ARE BASED ON DAILY AVERAGE VALUES

COMPUTED BY CORPS OF ENGINEERS RECORDS AT DASHIELDS LOCK AND

DAM FOR PEAK ELEVATIONS ABOVE 705.0 THE ACTUAL PEAK ELEVATION IS

SHOWN.

2. NORMAL UPPER POOL IS AN ELEVATION OF 692.00 FEET, GAGE ZERO IS 680.0

FEET.

3. BREAKS IN THE HYDROGRAPH INDICATE MISSING DATA.

4. THE CONTRACT DRAWINGS ARE PRESENTED USING THE NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD88). THE REFERENCE DRAWINGS ARE IN THE

NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). USE THE

FOLLOWING CONVERSION FOR THE PROJECT:

TO CONVERT TO NAVD88 SUBTRACT 0.44 FEET FROM NGVD29

TO CONVERT TO NGVD29 ADD 0.44 FEET TO NGVD88

FOR EXAMPLE ELEVATION 705 (NGVD29) IS ELEVATION 704.56 (NAVD88)

GENERAL NOTES

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

I S

S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

SHEET ID

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D S

H V

D

W G

S

B

A R

T H

O L O

M E

W

B

B

A K

E R

H

S

H I P

P S

J

D

A H

A B

N E

H

S

H E

T

O

O L

S

T A

D

R O

G R

A P

U P

P E

R

P

O O

L

V-602

P I T

T S

B U

R G

H

D

I S

T R

I C

T

L I B

E R

E

P I T

T S

B U

R G

H

P

A

M A

Y

F I L E

N A

M E

A N

S I

D

W W

N B

O H

V

S

I N

D A

S H

I E

L D

S

L O

C K

S

A

M

N E

W

M

O O

R I N

G

C

E L L

A

T

E R

W A

N

G E

R

S

I G

N

C E

R T

I F

I E

D

F

I N

C

U M

E N

T S

A12

NTS

POOL ELEVATION 2019

1. SEE SHEET B-601 FOR NOTES REFERRING TO UPPER POOL STAGE

HYDROGRAPHS.

GENERAL NOTES

CONCRETE DEMOLITON

LEGEND:

L A

N D

S

ID

E

R

IV

E R

S

ID

E

F L O

W

SALVAGE CHECK POSTS

FOR REINSTALLATION

NOTE:

REMOVE EXISTING CONCRETE, CHECK

POSTS, AND PVC INSPECTION PIPES (SEE

SPECIFICATIONS FOR DETAILS). CARE SHALL

BE TAKEN NOT TO DAMAGE THE EXISTING

CHECK POSTS AND CAPS FOR

REINSTALLATION.

A1

SD301

7' - 3 7/8"

45°

SALVAGE CHECK POST AND CAP

FOR REINSTALLATION IN NEW CELL

SLOPE

1/8" /Ft

SLOPE

1/8" /Ft

30' - 7 3/4"

2' - 6"

NORMAL

UPPER POOL

EL 691.53

TOP OF EXISTING CELL

EL 709.03

US Army Corps of Engineers ®

P L O

T D

A T

E

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A N

S I D

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S

IZ

E

SHEET ID

P

IT

T S

B U

R G

H D

IS

T

R

IC

T

L

IB

E

R T

Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

/2

/2

:4

:5

A

M

W A

T E

R W

A Y

S

IG

N S

D E

M O

L

IT

IO

N

P L A

N A

N D

S E

C T

IO

N

M

O O

R

IN

G C

E L L

SD301

M A

Y

W W

N B

E Q

U

IN

N

J K

E L L Y

A H

E L F

F R

IC

H

C E

R T

IF

IE

D F

IN

A

L D

O C

U M

E N

T S

O H

IO

R

IV

E

R B

A S

IN

D

A S

H

IE

L D

S L

O C

K S

A N

D D

A M

N E

W M

O O

R

IN

G C

E L L A

N D

W A

T E

R W

A Y

S D

A N

G E

R S

IG

N

G M

E Y

E R

0 4' 8'2'

SCALE: 1/4"=1'

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

MOORING CELL DEMOLITION PLAN

H1

SCALE: 1/4" = 1'-0"SD301

H1 MOORING CELL DEMOLITION SECTION

A1

GENERAL NOTES:

1. CONTRACTOR TO SALVAGE EXISTING SIGNAGE (SIGN PANELS AND FRAME) AND

RETURN TO GOVERNMENT, TAKING CARE NOT TO DAMAGE THE EXISTING SIGN OR

FRAME, IN ACCORDANCE WITH THE SPECIFICATIONS. COORDINATE WITH

CONTRACTING OFFICER AND LOCKMASTER FOR DELIVERY OF EXISTING SIGNAGE

TO GOVERNMENT.

2. CONTRACTOR SHALL HAVE THE OPTION TO USE DEMOLISHED CONCRETE AS FILL

MATERIAL. SUCH CONCRETE FILL MUST SATISFY THE REQUIREMENTS FOR FILL

MATERIAL AND MUST CONFORM TO THE SPECIFICATIONS FOR HANDLING WASTE

MATERIAL.

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#6 @ 8"

OPP. HAND

INSPECTION HOLE, SEE SHEET S-102, TYP

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"#6 @ 8"

#11 BARS

6 REQUIRED PER

CHECKPOST

1' - 0" VARIES

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#6 @ 8" T/B

#6 @ 8"

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#11 x 13'-10"

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L12

S-101 ______________________ F

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REINSTALLED

CHECKPOST, TYP

INSPECTION HOLE, SEE SHEET S-102, TYP

#6 @ 8" T&

B #6

" T B

11' - 0"

.6

D

IA

1" SAW CUT

CONTRACTION

JOINT

US Army Corps of Engineers ®

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0 4' 8'2'

SCALE: 1/4"=1'

8'0 4' 16'

SCALE: 3/16"=1'

4'0 2' 8'

SCALE: 3/8"=1'

SCALE: 3/16" = 1'-0"

PLAN - NEW CONCRETE HAUNCH

B1

SCALE: 1/4" = 1'-0"S-101

B1 SECTION

E12

SCALE: 3/8" = 1'-0"S-101

J1 SECTION

B12

SCALE: 1/4" = 1'-0"S-101

B1 SECTION

H12

SCALE: 1/4" = 1'-0"S-101

J1 SECTION

L12

SCALE: 3/16" = 1'-0"

PLAN - NEW CONCRETE MOORING CELL

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NEW SHEET

PILE CELL

EXISTING SHEET

PILE TO REMAIN

NEW INSPECTION HOLE, 6"

DIA SCH 80 (PVC) PIPE

W/PLUG (NPS), 8 REQUIRED

EXISTING LADDER

WITHIN SHEET PILE

TO REMAIN

NEW "DANGER..." SIGN - SIGN PANELS AND ASSOCIATED

HARDWARE, COLUMNS AND ASSOCIATED BASE PLATES,

AND LATERAL BRACING ARE GOVERNMENT FURNISHED

CONCRETE HIGH POINT,

SLOPE 1/8" /FT TO CELL

PERIMETER

SLOPE

1/8" /Ft

SALVAGE, REPAINT, AND REINSTALL

CHECK POSTS, 2 REQUIRED

LENGTH OF FULL LENGTH ARMOR PLATES = 59'-1". FIVE

PLATES ARE DISCONTINUOUS AT LINE HOOKS. SEE

SHEET S-201 FOR LOCATIONS OF DISCONTINUITIES.

LINE HOOKS NOT

SHOWN FOR CLARITY

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S-201

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LADDER, SEE

SHEET S-504

72 SHEETS OF PS 27.5 SHEET PILES

WITH DRIVING DIAMETER 37.61'

45°

45°

45°

12' - 0" RADIUS TO CL

17' - 0" RADIUS TO CL

8' - 2"

8' - 2"

6'

0"

6'

0"

6'

0"

6'

0"

16' - 9"

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4'0 2' 8'

SCALE: 3/8"=1'

SCALE: 3/8" = 1'-0"

PLAN - NEW MOORING CELL

B1

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NEW INSPECTION HOLES

NEW CONCRETE

CELL CAP

REINSTALL CHECKPOST

EXISTING CONCRETE TO BE

REMOVED AND REPLACED

WITH BACKFILL (SEE

SPECIFICATIONS FOR DETAILS).

NEW BULK FILL

EXISTING BULK FILL

APPROX TOP OF ROCK

ELEVATION 653.5

APPROX

STREAMBED

EL 682.53

TOP OF NEW CELL

EL 715.03

37' - 7 5/16"

3' - 5 25/32" 30' - 7 3/4" 3' - 5 25/32"

NORMAL

UPPER POOL

EL 691.53

TOP OF EXISTING CELL

EL 709.03

NEW "DANGER..." SIGN,

SEE DETAIL F16 ON

SHEET S-503

NEW LINE HOOKS AND LINE HOOK

POCKETS, 6 REQUIRED

REINSTALL CHECKPOSTS

NEW ARMOR BANDING,

14 REQUIRED

A1

S-501

S P

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/2

DANGER

SUBMERGED

DAM 2500 FT.

AHEAD

US Army Corps of Engineers ®

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8'0 4' 16'

SCALE: 3/16"=1'

SCALE: 3/16" = 1'-0"S-102

B1 SECTION - NEW MOORING CELL

A1 SCALE: 3/16" = 1'-0"S-102

B1 ELEVATION - NEW MOORING CELL

A11

GENERAL NOTES:

1. REMOVE LARGE STONES AND DEBRIS BEFORE DRIVING THE SHEET PILES.

MATERIAL SHALL NOT BE REMOVED LOWER THAN ELEVATION 682.53 FEET.

2. SHEET PILING FOR THE MOORING CELL SHALL BE DRIVEN TO REFUSAL SUCH THAT

A GOOD SEATING INTO ROCK SHALL BE ACHIEVED AS DEFINED IN THE

SPECIFICATIONS.

3. DENSE TO VERY DENSE SAND AND GRAVEL LAYERS ARE EXPECTED DURING PILE

DRIVING. THE CONTRACTOR SHALL CONSIDER USING PROTECTIVE SHOES TO

PREVENT DAMAGE TO THE SHEET PILES.

4. VIBRATION MONITORING SHALL BE CONDUCTED TO ENSURE THAT THE EXISTING

MOORING CELL IS SAFE DURING SHEET PILE DRIVING OPERATION. MONITORING

SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS.

5. NEW FILL USED IN THE MOORING CELL SHALL CONSIST OF FREE-DRAINING

GRANULAR FILL. SEE SPECIFICATIONS FOR NEW CELL FILL REQUIREMENTS.

6. FILL MATERIAL IN THE EXISTING CELL SHALL BE DENSIFIED. SEE THE

SPECIFICATIONS FOR DENSIFICATION REQUIREMENTS.

7. FOUR LAYERS OF SEVENTY-TWO WEEP HOLES EACH ARE TO BE PLACED AT THE

FOLLOWING ELEVATIONS (+ 0.5 FT): 685.00, 690.00, 695.00, AND 705.00. WEEP

HOLES ARE TO BE CENTERED ON THE SHEET PILES, WITH ONE WEEP HOLE PER

SHEET PILE. SEE DETAIL L6/S-501. DO NOT PUT WEEP HOLES IN THE PLATES

WHICH MAKE UP THE LINE HOOK POCKETS.

8. SEE HYDROGRAPHS FOR HISTORIC VARIATIONS IN POOL ELEVATIONS.

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M11

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M16

S-505

G1

S-505

29' - 0"

6' - 0" 6' - 0" 6' - 0" 6' - 0"

OUTLINE OF SIGN

WT5X15,

TYPW12X40, TYP

L3X3X1/2 LLV

BASE PLATE B,

TYP

E12

S-202

L1

S-503

A1

S-503

F1

S-503

CONTRACTOR FURNISHED W12X40

GOVERNMENT FURNISHED W12X40

CONTRACTOR FURNISHED

AND INSTALLED SHEAR LUG

AND ANCHOR BOLTS

45°

US Army Corps of Engineers ®

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GENERAL NOTES:

1. SIGN PANELS AND SIGN HARDWARE ARE GOVERNMENT FURNISHED MATERIALS.

CONTRACTOR TO MOUNT SIGN PANELS TO THE FRAME. SEE SPECIFICATIONS FOR

DETAILS.

2. LATERAL BRACING AND VERTICAL POSTS (WITH ASSOCIATED BASE PLATES) OF

SIGN FRAME ARE GOVERNMENT FURNISHED.

3. DIAGONAL KICKERS (WITH ASSOCIATED BASE PLATES), CLIP ANGLES, ALL SHEAR

LUGS, AND ALL HARDWARE ARE CONTRACTOR FURNISHED.

4. ALL STRUCTURAL STEEL SHAPES SHALL BE ASTM A992 GRADE 50 OR ASTM A572

GRADE 50, EXCEPT ANGLES SHALL BE A36 MATERIAL.

5. ALL STRUCTURAL STEEL PLATES SHALL BE ASTM A572 GRADE 50 MATERIAL.

6. ALL STRUCTURAL STEEL SHALL BE TOUCH UP PAINTED IF DAMAGED.

7. ELEVATION VIEWS OF SIGNS ARE FROM BACK FACE VIEW.

SCALE: 3/8" = 1'-0"S-102

B1 DANGER SIGN

E1

4'0 2' 8'

SCALE:…