Attachment_2,_Certified_Plans,_February_2018.pdf

PDF 12 MB Posted Apr 25, 2018

Attached to: Middle Wall Crack Stabilization, Montgomery Locks and Dam
Solicitation number: W911WN18B8001
Issued by: Department of the Army Corps of Engineers Engineering District Pittsburgh

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Bid_Results.pdf	PDF	May 30, 2018
Technical_Specification_(Revised)_Section_03_01_30.72_08.pdf	PDF	May 22, 2018
Technical_Specification_(Revised)_Section_01_35_00.00_08.pdf	PDF	May 22, 2018
Amendment_0002.pdf	PDF	May 22, 2018
Amendment_0001.pdf	PDF	May 3, 2018
Site-Visit_Attendees.pdf	PDF	May 2, 2018
Pre-Bid_Contracting_Discussion.pdf	PDF	May 2, 2018
W911WN18B8001.pdf	PDF	Apr 25, 2018
Attachment_1,_Certified_Final_Specifications.pdf	PDF	Apr 25, 2018
Attachment_3,_Reference_to_Certified_Plans.pdf	PDF	Apr 25, 2018
Attachment_4,__Wage_Determination,_4-20-18.pdf	PDF	Apr 25, 2018

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US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 2/

C O

G-1160

1W N

/s / S

Z, P

G . M

CERTIFIED FINAL DOCUMENTS

O H

O N

C R

US Army Corps of Engineers Pittsburgh District

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

OHIO RIVER BASIN

MONTGOMERY LOCKS & DAM

MIDDLE WALL CRACK STABILIZATION 2017

W911WN18B8001

FEBRUARY 2018

CERTIFIED FINAL DOCUMENTS

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SUBMITTED BY:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

BRANCH CHIEF

APPROVED BY:

CHIEF, ENGINEERING AND

CONSTRUCTION DIVISION

DATE

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

/s/ STEVE STOLTZ, P.E.

/s/ SAMANTHA PEITZ, P.E.

/s/ JEANINE HOEY, P.E.

1 FEBRUARY 2018

13 FEBRUARY 2018

MONTGOMERY

LOCKS AND DAM

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 2/ 1/

P M

C O

D R

G S

C E

D R

G-1161

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CERTIFIED FINAL DOCUMENTS

O H

O N

C R

CONTRACT DRAWINGS

SHEET

NUMBER DRAWING TITLE

GENERAL

G-1160 COVERSHEET

G-1161 CONTRACT DRAWINGS AND REFERENCE DRAWING INDEX

G-1162 GENERAL ABBREVIATIONS

G-1163 GENERAL SITE PLAN

G-1164 CONTRACTORS WORK LIMITS

SURVEY AND RECREATION - PROPERTY SURVEYS

V-1155 SURVEY CONTROL PLAN

SURVEY AND RECREATION - CORE BORINGS

B-1001 INSTRUMENTATION AND MONITORING - PLAN

LOCK - LOCK MASONRY

S-1250 PARTIAL PLAN - MONOLITH M5 THRU M9 AND MONOLITHS M16 THRU M18

S-1251 MONOLITH M-6 - CRACK REPAIR EXTENTS AND SECTIONAL PLAT AT GALLERY

S-1252 MONOLITH M-8 - CRACK REPAIR EXTENTS AND SECTIONAL PLAT AT GALLERY

S-1253 MONOLITH M-17 - CRACK REPAIR EXTENTS AND SECTIONAL PLAT AT GALLERY

S-2254 MONOLITH M-6 - PROPOSED ANCHOR LOCATIONS - ELEVATION AND LONGITUDINAL SECTION

S-2255 MONOLITH M-8 - PROPOSED ANCHOR LOCATIONS - ELEVATION AND SECTION

S-2256 MONOLITH M-17 - PROPOSED ANCHOR LOCATIONS - ELEVATION AND SECTION

S-5257 COLD JOINT ANCHORS - SECTIONS AND DETAILS

S-9258 ISOMETRIC VIEWS - MONOLITH M5 THRU M9 AND MONOLITHS M16 THRU M18

SURVEY AND RECREATION - GAGE RECORDS, HYDROGRAPHS, & DISCHARGES

V-6120 UPPER POOL STAGE HYDROGRAPHS 2015 - 2017 INCLUSIVE

V-6121 LOWER POOL STAGE HYDROGRAPHS 2015 - 2017 INCLUSIVE

REFERENCE DRAWINGS

FILE NAME DRAWING TITLE

LMOO_314_V-6111 UPPER POOL STAGE HYDROGRAPHS 1995 - 1999 INCLUSIVE

LMOO_314_V-6112 UPPER POOL STAGE HYDROGRAPHS 2000 - 2004 INCLUSIVE

LMOO_314_V-6113 UPPER POOL STAGE HYDROGRAPHS 2005 - 2009 INCLUSIVE

LMOO_314_V-6114 UPPER POOL STAGE HYDROGRAPHS 2010 - 2014 INCLUSIVE

LMOO_314_V-6115 LOWER POOL STAGE HYDROGRAPHS 1995 - 1999 INCLUSIVE

LMOO_314_V-6116 LOWER POOL STAGE HYDROGRAPHS 2000 - 2004 INCLUSIVE

LMOO_314_V-6117 LOWER POOL STAGE HYDROGRAPHS 2005 - 2009 INCLUSIVE

LMOO_314_V-6118 LOWER POOL STAGE HYDROGRAPHS 2010 - 2014 INCLUSIVE

LMOO_314_V-6119 DURATION AND DISCHARGE CURVE

O-LMO_20-18.2 LOCK WALLS - PLAN - LAND & MIDDLE WALLS - UPPER END (UPSTREAM)

O-LMO_20-19.3 LOCK WALLS - PLAN - LAND & MIDDLE WALLS - UPPER END (MID AREA)

O-LMO_20-20.1 LOCK WALLS - PLAN - LAND & MIDDLE WALLS - UPPER END (DOWNSTREAM)

O-LMO_20-21.2 LOCK WALLS - PLAN - RIVER WALL - UPPER END

O-LMO_20-22.2 LOCK WALLS - PLAN - LAND WALL - LOWER END

O-LMO_20-23.1 LOCK WALLS - PLAN - MIDDLE & RIVER WALLS - LOWER END (UPSTREAM)

O-LMO_20-24.2 LOCK WALLS - PLAN - MIDDLE & RIVER WALLS - LOWER END (DOWNSTREAM)

O-LMO_20-27.2 REPAIRING LOCK WALLS - LAND FACE - MIDDLE WALL - ELEVATIONS

O-LMO_20-28.2 REPAIRING LOCK WALLS - RIVER FACE - MIDDLE WALL - ELEVATIONS

O-LMO_20-32.1 LOCK WALLS - RESURFACING - TYPICAL SECTIONS AND DETAILS

O-LMO_20-33.1 LOCK WALLS - WALL FACE AND JOINT REPAIR AND REINFORCING - PLANS AND SECTIONS O-LMO_20-39.2 LOCK WALLS - BUTTERFLY VALVE RECESSES - LAND & MIDDLE WALLS - PLANS AND SECTIONS

O-LMO_20-40.2 LOCK WALLS - STRUCTURAL CRACK REPAIR - PLAN, SECTIONS AND DETAIL

O-LMO_20-50 WALL ARMOR AND CORNER PROTECTION - PLANS ELEVATIONS, SECTIONS AND DETAILS ORB-2-1 Sheet 1 LOCK WALLS - PLAN - UPPER HALF ORB-2-1 Sheet 2 LOCK WALLS - PLAN - LOWER HALF ORB-2-1 Sheet 5 LOCK WALLS - SECTIONS - UPPER HALF ORB-2-1 Sheet 6 LOCK WALLS - SECTIONS - LOWER HALF ORB-2-1 Sheet 8 LOCK WALLS - SECTIONS THROUGH PIPE GALLERY ORB-2-1 Sheet 9 LOCK WALLS - SECTIONS THROUGH CULVERTS ORB-2-1 Sheet 10 LOCK WALLS - SECTIONS THROUGH CULVERTS ORB-2-1 Sheet 11 LOCK WALLS - GATE & VALVE RECESSES - UPPER END 600' LOCK ORB-2-1 Sheet 12 LOCK WALLS - GATE & VALVE RECESSES - LOWER END 600' LOCK ORB-2-1 Sheet 13 LOCK WALLS - GATE & VALVE RECESSES - UPPER END 360' LOCK ORB-2-1 Sheet 14 LOCK WALLS - GATE & VALVE RECESSES - LOWER END 360' LOCK ORB-2-1 Sheet 15 LOCK WALLS - MASONRY WALLS ORB-2-1 Sheet 25 LOCK WALLS - WALL ARMOR ORB-2-1 Sheet 26 LOCK WALLS - WALL ARMOR ORD-5-5 Sheet 1 MAINTENANCE BULKHEAD UPPER END - (LAND AND MIDDLE WALLS)

1P 2P 3P

A, AMP

AASHTO

ABT

ACCU

ACE-IT

ACI

AFF

AGA

AHU

AIC

AIEE

AISC

ALT

ALUM

APPROX

ARCH

ASCE

ASME

ASSY

ASTM

ATS

AUX

AVG

AWG

AWS

AWWA

B TO B

B.S.

BKR

BLDG

BOT

BRG

BTU

BYP

C C/C

CAB

CAD

CAHU

CAM

CAP

CAT

CAT5

C'BORE

CCTV

CFM

CIP

CJT

CKT

CLR

CMU

COAX

COMM

CONC

CONN

CONST

CONT

COR

COV

CPA

CPB

CPU

CS1, CS-1

CSK

CTR

CTRL

CU FT, CF

CU YD, CY

CWL

CYL

DEG

DEMO

DIA

DIAG

DIM

DIP

DISC SW, DS

DPDT

DPST

DS, D/S

DSLW

DSMW

DSRW

DVR

DWG, DWGS

DWP

EL, ELEV

ELB

ELEC, ELECT

EMB

EMT

EQUIP

EST

E-STOP

EV, E/V

EXH

EXIST

EXP

EXT

F'C

FCM

FIXT

FLG

FLR

FMB

FV, F/V

G, GRD

GAL

GALV

GEN

GFE

GFI, GFCI

GFM

GPM

GRS

GTG

GWB

H.D.

HDG

HDLS

HDPE

HEX

HID

HMI

HML

HOA, H-O-A

HORIZ

HPCG

HPS

HPU

HSA

HTR

HVAC

I/O

INT

INV

JB, J. BOX

DOWN

DEEP, DISTRIBUTION PANEL

DOUBLE POLE DOUBLE THROW

DOUBLE POLE SINGLE THROW

DOWNSTREAM

DOWNSTREAM LAND WALL

DOWNSTREAM MIDDLE WALL

DOWNSTREAM RIVER WALL

DIGITAL VIDEO RECORDER

DRAWING, DRAWINGS

DEWATERING PUMP

EAST

EACH

EACH FACE, EXHAUST FAN

EXPANSION JOINT

ELEVATION

ELBOW

ELECTRICAL

EMERGENCY

EMBEDDED

ELECTRICAL METALLIC TUBING

EQUAL

EQUIPMENT

EACH SIDE

ESTIMATED

EMERGENCY STOP

EMPTYING VALVE

EACH WAY

EXHAUST

EXISTING

EXPANSION

EXTERIOR

FUSE, DEGREES FAHRENHEIT

FIRE ALARM

FUSE BOX

28 DAY COMPRESSION CONCRETE STRENGTH GIVEN IN PSI

FRACTURE CRITICAL MEMBER

FLOOR DRAIN

FAR FACE

FLAT HEAD

FIXTURE

FLOODLIGHT

FLANGE

FLOOR

FLOATING MOORING, FORCE MAIN

FLOATING MOORING BITT

FIBER OPTIC

FAR SIDE

FOOT, FEET

FUSE

FILLING VALVE

YIELD STRENGTH

GROUND

GAUGE

GALLON

GALVANIZED

GENERATOR

GOVERNMENT FURNISHED EQUIPMENT

GROUND FAULT CIRCUIT INTERRUPTER

GOVERNMENT FURNISHED MATERIAL

GALLONS PER MINUTE

GRADE OF STEEL

GALVANIZED RIGID STEEL

GRATING

GATE VALVE

GYPSUM WALL BOARD

HEAVY DUTY

HEATER CONTACTOR

HEAD, HIGH DEFINITION

HOT DIP GALVANIZED

HEADLESS

HIGH DENSITY POLYETHYLENE

HEXAGONAL

HANDHOLE

HIGH INTENSITY DISCHARGE

HOOK

HUMAN MACHINE INTERFACE

HIGH MAST LIGHTING

HIGH-OFF-AUTOMATIC

HORIZONTAL

HORSEPOWER, HIGH POINT

HYDROPHOBIC POLYURETHANE CHEMICAL GROUT

HIGH PRESSURE SODIUM

HYDRAULIC POWER UNIT

HIGH STRENGTH

HEADED STUD ANCHOR

HEIGHT

HEATER

HEATING, VENTILATING & AIR CONDITIONING

HOT WATER

HERTZ

INPUT/OUTPUT

INCLINOMETER

INSIDE DIAMETER

INVERT ELEVATION

INSIDE FACE

INCH

INTERIOR

INVERT

JUNCTION BOX

JOINT

KIP (1 KIP = 1,000 LBS)

KCMIL

KSI

KVA

L L/C L/D L8

LBS

LCD

LCY

Ld Ldh

LDT

LED

LIN

LLH

LLV

LOC

LSL

LTG

LW, L/W

M M8

MATL

MAX

MB/S

MCC

MDS

MECH

MFR

MIL

MIN

MISC

MONO

MTD

MTL

MTS

MW, M/W

NAVD

NEC

NEMA

NFPA

NGS

NIC

NOM

NPT

NSRS

NTRL

NTS

ODOT

OPG

OPP

OPT

PENNDOT

PLC

PNL

POS

POT

PSC

PSF

PSI

PSM

PTZ

PVC

PWR

QTY

R, RAD

R/C R8

RECEP

ONE THOUSAND CIRCULAR MILS

KIPS PER SQUARE INCH

KILOVOLT AMPS

KILOWATT

ANGLE

LAND CHAMBER

LOCK AND DAM

LAND WALL MONOLITH NO. 8

LIGHTING ARRESTOR

POUNDS

LIGHTING CONTACTOR

LIQUID CRYSTAL DIODE

LATCHING CYLINDER

DEVELOPMENT LENGTH

HOOK DEVELOPMENT LENGTH

LINEAR DISPLACEMENT TRANSDUCER

LIGHT EMITTING DIODE CLUSTER LAMP

LINEAR FEET

LONG

LINEAR

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOCATION

LOWER POOL, LOW POINT, LIGHTING PANELBOARD

LIMIT SWITCH

LONG SLOTTED HOLE

LIGHT, LEFT

LIGHTING

LAND WALL

MOTOR, METER

MIDDLE WALL MONOLITH NO. 8

MATERIAL

MAXIMUM

MEGABYTE PER SECOND

MOTOR CONTROL CENTER

MAIN DISCONNECT SWITCH

MECHANICAL

MANUFACTURER

MANHOLE

ONE THOUSANDTH OF AN INCH

MINIMUM

MISCELLANEOUS

MONOLITH JOINT, MECHANICAL JOINT

MARK

MONOLITH

MOUNTED

METAL

MANUAL TRANSFER SWITCH

MIDDLE WALL

NORTH, NITROGEN, NEUTRAL

NORTH AMERICAN VERTICAL DATUM

NORMALLY CLOSED

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NOT FUSED, NEAR FACE

NATIONAL FIRE PROTECTION ASSOCIATION

NATIONAL GEODETIC SURVEY

NOT IN CONTRACT

NUMBER, NORMALLY OPEN

NOMINAL

NATIONAL PIPE THREAD

NEAR SIDE, NON-SHRINK

NATIONAL SPATIAL REFERENCE SYSTEM

NEUTRAL

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OHIO DEPARTMENT OF TRANSPORTATION

OUTSIDE FACE

OVERLOAD

OPENING

OPPOSITE

OPTIONAL

POLE

PUSH BUTTON, PULL BOX

PERSONAL COMPUTER, PIECE, PROTECTION CELL

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

POWER FACTOR

PHASE

PLATE

PROGRAMMABLE LOGIC CONTROLLER

PANEL

POSITIVE

POTENTIOMETER

POWER PANELBOARD

PAIR

POWER SUPPLY

PRESTRESSED CONCRETE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POWER SUPPLY MODULE

PRESSURE TRANSDUCER

PAN TILT ZOOM

POLYVINYL CHLORIDE

POWER

QUANTITY

RADIUS

RIVER CHAMBER

RIVER WALL MONOLITH NO. 8

RETURN AIR

RECEPTACLE

REF

REINF

REQD

RW, R/W

SAN

SCADA

SCH

SDR

SECT

SEL

SH, SHLD

SHT

SIM

SLS

SOL

SPA

SPD

SPDT

SPEC

SSP

SSPC

ST STL

STA

STD

STG CTRS

STIFF

STIR

STL

STR

STR STL

SWP

SYM

T, XFMR

TEMP

THK

TOC

TOG

TOR

TOS

TRANS

TVSS

TYP

UFC

UNC

UPS

US, U/S

USACE

USLW

USMW

USRW

VAC

VCP

VDC

VERT

VFD

VOIP

W W/

W/OUT

WOF

WOM

WWR

REFERENCE

REINFORCING

REQUIRED

RAILROAD

RIGHT, RADIOGRAPH TESTING

RIVER WALL

SOUTH

SUPPLY AIR

SANITARY

SUPERVISORY CONTROL & DATA ACQUISITION

SCHEDULE

STANDARD DIMENSION RATIO

SECTION

SELECT

SQUARE FOOT

SHIELDED

SHEET

SIMILAR

CONTRACTION JOINT

SLOPE

SEWAGE LIFT STATION

SOLENOID

SUMP PUMP, SPACE

SPACING

SURGE PROTECTIVE DEVICE

SINGLE POLE DOUBLE THROW

SPECIFICATION

SQUARE

STAINLESS STEEL, SAFETY SWITCH

SHEET PILE

STRUCTURAL STEEL PAINTING COUNCIL

STAINLESS STEEL

STATION

STANDARD

STAGGERED CENTERS

STIFFENER

STIRRUP

STEEL

STRAIGHT, STRUCTURAL

STRUCTURAL STEEL

SOLENOID VALVE

SWITCH

SERVICE WATER PUMP

SQUARE YARD

SYMMETRICAL

TRANSFORMER

TOP OF

TERMINAL BLOCK

TEMPORARY

TOF FACE, TRENCH FLOOR

THERMOSTAT

THICK

TILTMETER

TOP OF CONCRETE

TOP OF GRATING

TOP OF ROCK

TOP OF STEEL

TILT PLATE

TRANSVERSE

TRAFFIC SIGNAL

TRANSIENT VOLTAGE SURGE SUPPRESSOR

TYPICAL

UNIFIED FACILITIES CRITERIA

UNIT HEATER

UNDERWRITERS LABORATORIES

UNIFIED NATIONAL COARSE

UPPER POOL

UNINTERRUPTIBLE POWER SUPPLY

UPSTREAM

UNITED STATES ARMY CORPS OF ENGINEERS

UPSTREAM LAND WALL

UPSTREAM MIDDLE WALL

UPSTREAM RIVER WALL

ULTRASONIC TESTING

VOLTS

VOLTS ALTERNATING CURRENT

VITRIFIED CLAY PIPE

VOLTS DIRECT CURRENT

VERTICAL

VARIABLE FREQUENCY DRIVE

VOICE OVER INTERNET PROTOCOL

WATTS, WIDTH, WATER, WEST

WITH

WITHOUT

WIDE FLANGE

WATER HEATER

WELDED ON FEMALE INTERLOCK

WELDED ON MALE INTERLOCK

WATERPROOF, WEATHERPROOF, WORKING POINT

WEIGHT, TEE SECTION

WELDED WIRE REINFORCEMENT

YARD

SINGLE POLE

DOUBLE POLE

THREE POLE

AMPERE

AMERICAN ASSOC. OF STATE HIGHWAY & TRANSPORTATION

AIR BUBBLER

ABOUT

AIR CONDITIONING, ALTERNATING CURRENT

AIR CONDENSING UNIT

ARMY CORPS OF ENGINEERS INFORMATION TECHNOLOGY

AMERICAN CONCRETE INSTITUTE

AMP FRAME RATING

ABOVE FINISHED FLOOR

AMERICAN GAS ASSOCIATION

AIR HANDLING UNIT

AMPERE INTERRUPTING CAPACITY

AMERICAN INSTITUTE OF ELECTRICAL ENGINEERS

AMERICAN SOCIETY OF STEEL & CONSTRUCTION

ALTERNATE

ALUMINUM

APPROXIMATELY

ARCHITECTURAL

AMERICAN SOCIETY OF CIVIL ENGINEERS

AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASSEMBLY

AMERICAN SOCIETY FOR TESTING & MATERIALS

AMP TRIP RATING

AUTOMATIC TRANSFER SWITCH

AUXILIARY

AVERAGE

AIR WHISTLE

AMERICAN WIRE GAGE

AMERICAN WELDING SOCIETY

AMERICAN WATER WORKS ASSOCIATION

BACK TO BACK

BLACK STEEL

BOTTOM OF

BREAKER

BASELINE

BUILDING

BEAM

BOTTOM

BEARING

BENT

BRITISH THERMAL UNITS

BYPASS

CONDUIT, DEGREES CELSIUS, CONDUCTOR

CENTER TO CENTER

COMPRESSED AIR

CABINET

COMPUTER-AIDED DRAFTING

CONDENSING UNIT

CAMERA

CAPACITY

CATALOG

CATEGORY 5 CABLE

CIRCUIT BREAKER

COUNTER BORE

CLOSED CIRCUIT TELEVISION

COFFERDAM

CUBIC FEET PER MINUTE

CENTER OF GRAVITY

CAST IRON

CAST-IN-PLACE, CAST IRON PIE

CONSTRUCTION JOINT

CONTROL JOINT

CIRCUIT

CENTERLINE

CLEAR

CONCRETE MASONRY UNIT

CLEANOUT

COAXIAL

COMMUNICATION

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTING OFFICER'S REPRESENTATIVE

COVERAGE

CORNER PROTECTION TYPE A (HORIZONTAL)

CORNER PROTECTION TYPE B (VERTICAL)

CENTRAL PROCESSING UNIT

CONTROL RELAY

CONTROL STATION NO. 1

COUNTERSUNK

CENTER

CONTROL

CUBIC FOOT

CUBIC YARD

COLD WATER

CONTRACTOR WORK LIMITS

CYLINDER

DIRECT CURRENT

DEGREE

DEMOLITION

DUCTILE IRON

DIAMETER

DIAGONAL

DIMENSION

DUCTILE IRON PIPE

DISCONNECT SWITCH

DEAD LOAD

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 2/ 1/

P M

O N

G-1162

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CERTIFIED FINAL DOCUMENTS

O H

O N

C R

GENERAL ABBREVIATIONS:

LOWER GUARD WALL

UPPER GUARD WALL

LOWER GUIDE WALL

CL PIER 2

CL PIER 1

CL PIER 4

CL PIER 3

CL PIER 7

CL PIER 8

UPPER GUIDE WALL

LAND WALL

ESS R

RIVER WALL

ATE 1

ATE 6

ATE 7

ATE 4

CL PIER 5

ATE 2

ATE 3

ATE 5

CL PIER 6

FLOW

OHIO

RIVER

RIVER CHAMBER

56' x 360'

LAND CHAMBER

110' x 600'

M1 M2

M24 M23 M22 M21 M20

M19

M18 M17 M16 M15 M14 M13 M11

M12 M10 M9 M8 M7

M5 M4 M3

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 2/ 1/

P M

G-1163

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/s / S

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CERTIFIED FINAL DOCUMENTS

O H

O N

C R

1" = 100'-0"

GENERAL SITE PLAN

MONTGOMERY

LOCKS AND DAM

FLAGPOLE

STATION

SEWAGE PUMP

BY ANOTHER CONTRACT

MOORING AREA OCCUPIED

'-0

306'-7"

75'-0"

AREA

PROPOSED MOORING

'-3

'-0

'-6

THE DATES LISTED ARE ESTIMATED. ACTUAL DATES WILL BE COORDINATED.8.

01 35 00.00 08.

COORDINATED WITH THE LOCKMASTER AND SHALL COMPLY WITH THE SPECIFICATIONS SECTION

2018 THAT MAY CAUSE DELAYS IN LOCKAGES. ALL REQUESTS FOR LOCKAGE SHALL BE

THE USACE REPAIR FLEET HAS SCHEDULED WORK FROM AUGUST 6, 2018 TO SEPTEMBER 14, 7.

STAGING OR STORAGE OF EQUIPMENT & MATERIALS.

CONTRACTOR SHALL NOT BE PERMITTED TO USE THE LOCK ACCESS ROAD FOR CONSTRUCTION 6.

ACCESS THE FLOATING PLANT VIA THE DOWNSTREAM MITER GATES.

EVENT THE UPSTREAM MITER GATES ARE OPEN, CONTRACTOR MAY CROSS THE ESPLANADE TO

CONTRACTOR MAY USE THE UPSTREAM MITER GATES TO ACCESS THE FLOATING PLANT. IN THE 5.

SPECIFICATIONS SECTION 01 35 00.00 08 FOR ADDITIONAL REQUIREMENTS.

MILE FROM THE SITE BY THE TIME THE UPSTREAM GAGE REACHES 19.0. REFER TO

COMPLETELY REMOVED AND SECURED AT AN OFFSITE LOCATION THAT IS NO CLOSER THAN 1

UPSTREAM RIVER WALL WHEN THE UPPER GAGE IS BELOW 16.0. THE FLOATING PLANT MUST BE

THE CONTRACTOR'S FLOATING PLANT MAY BE MOORED TO THE RIVERWARD FACE OF THE 4.

UPON APPROVAL BY THE COR AND LOCKMASTER.

INDICATED ON THE DRAWING. ALTERNATE MOORING AND LAYDOWN AREAS MAY BE PROVIDED

FULLY DE-MOBILIZED, THE WALL CRACK STABILIZATION CONTRACTOR MAY UTILIZE THE AREAS

TO DE-MOBILIZE BY NOVEMBER 2018; AFTER THE EXPLORATORY DRILLING CONTRACTOR HAS

EXPLORATORY DRILLING CONTRACT. THE EXPLORATORY DRILLING CONTRACTOR IS EXPECTED

THE PROPOSED MOORING AREA AND LAYDOWN AREA SHOWN HAVE BEEN RESERVED FOR THE 3.

PERMISSION FROM THE COR.

THE CONTRACTOR SHALL NOT DISTURB ANY OF THE MATERIALS IN THESE AREAS WITHOUT

AS HOLDING AREAS FOR MATERIALS BELONGING TO THE GOVERNMENT AND ITS CONTRACTORS.

AREAS DESIGNATED AS "OCCUPIED" ON THE PLAN (SEE LEGEND) ARE CURRENTLY BEING USED 2.

THE CONTRACTING OFFICER'S REPRESENTATIVE SHALL GOVERN.

BETWEEN CONTRACTORS AS TO THE USE OF FACILITIES OR IN OTHER MATTER, THE DECISION OF

THE WORK MAY BE PERFORMED WITH MAXIMUM EFFICIENCY. SHOULD A DISAGREEMENT OCCUR

EMPLOYED UNDER THIS CONTRACT SHALL COOPERATE WITH OTHER CONTRACTORS SO THAT

LAYDOWN AREAS FOR SPECIFIC CONTRACTORS, SO FAR AS PRACTICABLE. THE CONTRACTOR

AREAS WHICH ARE NOT IDENTIFIED ON THE CONTRACT DRAWINGS AS WORK AREAS OR

CONTRACTORS SHALL HAVE EQUAL RIGHTS TO THE USE OF THE ACCESS ROADS AND OTHER

ACTIVITIES REQUIRED UNDER OTHER CONTRACTS. UNLESS NOTED OTHERWISE, ALL

CONTRACTOR’S INFORMATION ONLY AND NO ATTEMPT HAS BEEN MADE TO LIST ALL THE WORK

SPECIFICATIONS. IT IS NOTED THAT THE INFORMATION PROVIDED HERE IS FOR THE

GOVERNMENT AT OR IN THE VICINITY OF THE WORK COVERED BY THESE PLANS &

ATTENTION IS DIRECTED TO THE FACT THAT OTHER CONTRACTORS MAY BE EMPLOYED BY THE 1.

GENERAL NOTES:

(STAGE = 12.0 FT)

NORMAL LOWER POOL = 664.5

UPPER GUARD WALL

LOWER GUARD WALL

LOWER GUIDE WALL

56' x 360'

RIVER CHAMBER

MIDDLE WALL

110' x 600'

LAND CHAMBER

LAND WALL

UPPER GUIDE WALL

A C

C E

S S R

O A

RIVER WALL

100' 200'0

SCALE: 1"=100'

SCALE: 1"=100'-0"

CONTRACTORS WORK LIMITS

LEGEND:

(STAGE = 12.0 FT)

NORMAL UPPER POOL = 682

Q U

G-1164

C O

N T

R A

C T

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S W

O R

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J .C

M S

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/s J

A M

E S T S

A T

A P .E .3 J

A N

U A

R Y

PIER 1

PIER 2

PIER 3

PIER 4

PIER 5

PIER 6

PIER 7

PIER 8

PIER 9

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

RAILROAD

FLOW

RIVER

OHIO

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

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U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

P L

O T D

A T

-F

E B -2

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

D L E W

A L L C

R A

C K S

T A

A T

N T

G O

M E

R Y L

O C

K S D

A M

O H

E R B

A S

CERTIFIED FINAL DOCUMENTS

OCCUPIED AREA (SEE NOTE 2)

CONTRACTOR WORK LIMITS

AREA (SEE NOTE 3)

CONTRACTOR LAYDOWN/STORAGE

AREA (SEE NOTE 3)

CONTRACTOR MOORING

ANOTHER CONTRACT

MOORING AREA OCCUPIED BY

A06

A05

A04

A03

'-3

'-0

'-6

CONSTRUCTION OFFICE.

OR THEIR REPRESENTATIVE (COR) AT THE USACE

GEOSPATIAL SECTION VIA THE CONTRACTING OFFICER

PLEASE CONTACT THE USACE PITTSBURGH DISTRICT

SHEET OR ACCESS TO THE SURVEY CONTROL REPORT

FOR QUESTIONS RELATED TO THE SURVEY DATA ON THIS 9.

NOMINAL ELEVATION 723 FEET) IS 0.999931 (-69 PPM).

THE AVERAGE COMBINED SCALE FACTOR (CALCULATED AT8.

AS "B".DOWNSTREAM

REFLECT UPSTREAM DIRECTION AS "A" AND AND

OFFSETS SHOWN IN THE TABLE ARE GROUND DISTANCES

M1, HOLDING M2 AS 0+00.00 AND M1 AS 11+70.63. THE

DISTANCES AND ARE REFERENCED TO A LINE FROM M2 TO

THE STATIONS SHOWN IN THE TABLE ARE GROUND7.

ELEVATIONS TO NAVD88 SUBTRACT 0.29 FEET.

CONSIDERED LEGACY DATUM. TO CONVERT THOSE LEGACY

AND REFERENCE SHEETS, EXCEPT V-1110, SHOULD BE

ELEVATIONS FOUND IN THE CONTRACT DRAWINGS 6.

(NGS PID KY2943).

REPLACEMENT, AND WAS LATER REPLACED BY P 121 RESET

SAID P 121 WAS DESTROYED AROUND 1983, DURING BRIDGE

AS REFERENCED FROM BENCHMARK P 121 (NGS PID KY0099).

MONTGOMERY L/D IS 0.39 FEET HIGHER THAN NAVD88,

USACE FIELD BOOK NUMBER 2452. NGVD29 AT

0.29 FEET HIGHER THAN NAVD88, AS REFERENCED FROM

LEGACY DATUM ELEVATIONS AT MONTGOMERY L/D ARE 5.

ORTHOMETRIC HEIGHT OF 212.208 METERS.

AND DAM IS 1 761 (PID DL2680), WITH A PUBLISHED NAVD88

CONTROL (PPC) STATION FOR THE MONTGOMERY LOCKS

UNITS ARE US SURVEY FEET. THE PRIMARY PROJECT

THE VERTICAL DATUM ON THIS SHEET IS NAVD88 AND THE 4.

KY2944).

BENCHMARKS P 121 RESET (PID KY2943) AND W 414 (PID

METHODS WITH DIRECT TIES TO NSRS FIRST ORDER

THE HEIGHTS WERE DERIVED BY SECOND ORDER LEVELING3.

RESPECT TO NAD83(2011) IS ESTIMATED TO BE 0.03 FEET.

SURVEY FEET. THE ACCURACY OF THE COORDINATES WITH

SYSTEM - SOUTH ZONE (3402), AND THE UNITS ARE US

AND IN THE PENNSYLVANIA STATE PLANE COORDINATE

THE COORDINATES SHOWN IN THE TABLE ARE GRID VALUES2.

EPOCH 2010.00

ADJUSTED TO PUBLISHED NSRS STATIONS ON NAD83(2011)

DERIVED VALUES DETERMINED IN A 2003 GPS SURVEY,

LANDWALL ALIGNMENT MONUMENTS M7 AND M8 TO GPS

OF THE 2010 AND 2012 ALIGNMENT SURVEYS, CONSTRAINING

SQUARES ADJUSTMENT OF THE ALIGNMENT DISKS PORTION

THE HORIZONTAL COORDINATES WERE DERIVED BY A LEAST1.

P R

O J E

C T

B A

S E

E R

T E

CONTROL NOTES

L0.02

722.99

L0.01

L0.04

L0.02

ELEVATION

ALIGNMENT PIN DATA

723.00

722.98

722.96

OFFSET

A04

A03

A05

STATION NAME

A06

7+04.73

8+20.60

5+88.69

SURFACE STATION

4+72.02

CONTROLSURVEY

NAMESTATION NORTHING EASTING ELEVATION STATION OFFSET

M1 491313.40 1237071.93 723.14 11+70.63 0.00

M2 490163.96 1237293.25 723.00 0+00.00 0.00

M3 490073.83 1237537.59 692.95 -1+34.71 222.91A

M4 489998.37 1237145.15 692.94 -1+34.62 176.75B

M5 490030.56 1237730.43 693.92 -2+13.66 404.10A

M6 489903.57 1237070.15 693.99 -2+13.53 268.33B

M7 489914.07 1237752.84 694.01 -3+32.31 404.08A

M8 489787.09 1237092.54 693.93 -3+32.14 268.37B

M9 489728.07 1237866.03 707.54 -5+36.37 480.06A

M10 489592.46 1237154.27 707.16 -5+34.95 244.55B

M11 491463.44 1236828.85 714.64 13+63.93 210.34B

M12 491420.92 1237051.24 683.88 12+80.14 0.01A

M13 491536.65 1237028.93 705.79 13+98.01 0.01B

(DL2680) 7611 489684.86 1237148.26 696.22 -4+43.08 232.98B

100' 200'0

SCALE: 1"=100'

SCALE: 1"=100'-0"

PLAN

Q U

V-1155

S U

R V

E Y C

O N

T R

O L P

L A

A N

D S

O U

N D

G S

K S

C O

T T

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K R

T E

N L S

C O

T T P .E .1 F

E B

R U

A R

PIER 1

PIER 2

PIER 3

PIER 4

PIER 5

PIER 6

PIER 7

PIER 8

PIER 9

PIER 10

PIER 11

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

PIT

STORAGE

BULKHEAD

C SHORE PIE

RAIL

ROAD

FLOW

RIVER

OHIO

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

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®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

P L

O T D

A T

-F

E B -2

T S

B U

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H D

T R

A N

S I

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N U

T S

B U

R G

H P

W N

D L E W

A L L C

R A

C K S

T A

A T

N T

G O

M E

R Y L

O C

K S D

A M

O H

E R B

A S

CERTIFIED FINAL DOCUMENTS

S T

650 650

M12

M6 M7

1 761 (DL2680)

M13

M10

M11

M8 M9

3+ 7 5

.6 0A

M J

3+ 5 7

.6 0A

M J

3+ 1 5

.7 0A

M J

2+ 8 2

.6 7A

M J

CRACKMETER M-6

CRACKMETER M-8

FLOW

M16 M17 M18

0+ 4 3

.3 1B

M J

0+ 8 6

.0 0B

M J

CRACKMETER M-17

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

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T D

U .S

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D . N

CERTIFIED FINAL DOCUMENTS

O H

O N

C R

1/8" = 1'-0"

PARTIAL LONGITUDINAL PLAN THRU MIDDLE WALL GALLERY @ EL 682

1. CONTRACTOR SHALL TAKE MEASUREMENTS PRIOR TO START OF CONSTRUCTION TO

ESTABLISH A BASELINE

2. CONTRACTOR SHALL MAKE MEASUREMENTS AFTER MONOLITH HAS BEEN PARTIALLY

STRESSED AT ALL ANCHORS (REFER TO STRESSING SEQUENCE)

3. CONTRACTOR SHALL TAKE MEASUREMENTS AFTER MONOLITH HAS BEEN FULLY

STRESSED AT ALL ANCHORS.

4. ALL MEASUREMENTS SHALL TAKE PLACE WHEN POOLS ARE AT THE SAME CONDITION

(UPPER POOL OR LOWER POOL), AND POOL ELEVATIONS SHALL BE NOTED AT THE TIME

OF MEASUREMENT

GENERAL NOTES:

1. CRACKMETER M-6 SHALL BE INSTALLED ON THE VERTICAL WALL FACE OF THE GALLERY

SPANNING THE CRACK APPROXIMATELY 5 FEET ABOVE THE GALLERY FLOOR.

2. CRACKMETER M-8 SHALL BE INSTALLED ON THE VERTICAL WALL FACE OF THE GALLERY

SPANNING THE CRACK APPROXIMATELY 5 FEET ABOVE THE GALLERY FLOOR.

3. CRACKMETER M-17 SHALL BE INSTALLED ON THE GALLERY FLOOR SPANNING THE CRACK,

IN A LOCATION AWAY FROM NORMAL WALKING PATH. COORDINATE LOCATION WITH THE

GOVERNMENT PRIOR TO INSTALLATION.

4. PROVIDE PROTECTION OF CRACKMETERS TO PREVENT CONTACT AND MISALIGNMENT.

5. PROPOSED CRACKMETER INSTALLATION LOCATIONS SHALL BE APPROVED BY THE

GOVERNMENT PRIOR TO FINAL INSTALLATION.

INSTALLATION NOTES:

0 8'4' 16'

SCALE: 1/8"=1'

A S-2255

S-2255

M-8 ELEVATION -

LAND CHAMBER

S-2254

M-6 ELEVATION -

LAND CHAMBER

A S-2254

M9M8M7M6M5

3+ 7 5

.6 0A

J ST

A 3+

5 7 .6

0A M

3+ 1 5

.7 0A

M J

2+ 8 2

.6 7A

M J

'-0

FLOW

7'-0" 7'-0" 2'-0" 6'-0" 5'-0" 6'-0" 6'-0" 2'-0"

S-2256

M-17 ELEVATION -

LAND CHAMBER

A S-2256

M16 M17 M18

0+ 4 3

.3 1B

M J

0+ 8 6

.0 0B

M J

6'-11 1/4" 6'-11 1/4" 6'-11 1/4" 6'-11 1/4" 6'-11 1/4" 6'-0"

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

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S-1250

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G . M

CERTIFIED FINAL DOCUMENTS

O H

O N

C R

1/8" = 1'-0"

PARTIAL PLAN AT TOP OF MIDDLE WALL

1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS

PRIOR TO THE START OF WORK AND NOTIFY THE

CONTRACTING OFFICER OF ANY CONFLICT.

NOTE:

0 8'4' 16'

SCALE: 1/8"=1'

C4 C5

3+ 5 7

.6 0A

M J

3+ 7 5

.6 0A

M J

'-0

2' -0

-9

'-1

1" 4'

-0

2' -1

VALVE PIT

GALLERY

6'-7 3/16" 6'-0" 5'-3 1/2"

FLOW

NOTE: EXISTING UTILITY LINES TO REMAIN. CONTRACTOR

SHALL TAKE ADEQUATE MEASURES TO PREVENT

DAMAGE DURING CONSTRUCTION.

CRACK INJECTION NOTES:

1. THE SURFACES OF FLOORS, WALLS, ETC. TO BE TREATED SHALL BE CLEARED OF ALL DEBRIS AND ATTACHMENTS TO

ALLOW FREE AND CLEAR ACCESS TO THE WORK, AND ALSO OPEN ACCESS FOR MONITORING OF GROUT TRAVEL.

2. GROUT SHALL BE A HYDROPHOBIC POLYURETHANE CHEMICAL GROUT (HPCG) APPROVED BY CONTRACTING OFFICER

AND MAY INCLUDE BUT NOT LIMITED TO THE FOLLOWING GROUTS: MOUNTAIN GROUT FLEXIBLE, EUCLID DURAL AQUA-

DAM OR EQUAL.

3. TRANSPORTATION MUST BE IN ACCORDANCE WITH THE GROUT MANUFACTURER'S RECOMMENDATIONS.

4. ALL CRACKS INDICATED SHALL BE SEALED WITH THE HPCG.

5. HOLES SHALL BE DRILLED AT AN APPROXIMATE 45 DEGREE ANGLE, OFFSET TO INTERSECT THE JOINT/CRACK AT

APPROXIMATELY MID-DEPTH OR TO A MAXIMUM OF 18". IN THIN CONCRETE SECTIONS HOLES MAY BE DRILLED DIRECTLY

INTO THE JOINT/CRACK.

6. HOLES SHALL BE OF APPROPRIATE SIZE AND SPACING FOR THE PACKERS WHICH MAY BE MECHANICAL TYPE OR "BANG IN" WHICH ARE HAMMERED INTO THE DRILL HOLE. 5/8" DIAMETER HOLES SHALL BE DRILLED FOR MECHANICAL TYPE PACKERS, WHICH ARE INSERTED INTO THE DRILLED HOLE AND SECURED INTO PLACE BY AN EXPANDABLE RUBBER SECTION AS THE PACKER IS TIGHTENED. 3/8" DIAMETER HOLES SHALL BE DRILLED FOR "BANG-IN" TYPE PACKERS, WHICH ARE HAMMERED INTO THE DRILLED HOLE.

7. HOLE SPACING SHALL BE PLACED AT APPROPRIATE INTERVALS TYPICALLY 12" APART TO ENSURE FULL INFILTRATION OF THE JOINT/CRACK WITH THE HPCG. NARROW HAIRLINE CRACKS MAY REQUIRE HOLES TO BE SPACED CLOSER TOGETHER AND WIDER CRACKS MAY BE FURTHER APART. VISUALLY MONITOR THE GROUT FLOW FROM OUTSIDE OF

THE CRACK.

8. ANY MIXING REQUIRED SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS.

9. GROUT SHALL BE PUMPED THROUGH A DEVICE CAPABLE OF PRODUCING DISCHARGE PRESSURES OF 250 PSI OR

GREATER.

10.CRACKS MAY BE ACTIVELY LEAKING AT TIME OF APPLICATION IF ACCEPTABLE BY THE GROUT MANUFACTURER.

COORDINATION WITH OPERATIONS FOR ANY REQUIRED TEMPORARY SHUTDOWN OF A LOCK CHAMBER TO OBTAIN LOW

POOL AND REDUCED LEAKING SHALL BE DONE PRIOR TO CONSTRUCTION COMMENCEMENT.

11.PUMPING SHALL PROCEED FROM PACKER TO PACKER WITH MULTIPLE PASSES ON EACH HOLE UNTIL EITHER STALL PRESSURE IS ACHIEVED OR RAW GROUT FLOW IS OBSERVED FROM THE CRACK/JOINT SUBSEQUENT TO PUMPING

UPON THAT HOLE.

12.ALL EXCESS HPCG SHALL BE CLEANED FROM THE AREA AND PROPERLY DISPOSED. LEAVE FINISHED WORK AND WORK

AREA IN A NEAT, CLEAN CONDITION.

13.CRACKS SHALL BE GROUTED WHILE LAND CHAMBER IS AT LOW POOL. GROUT SHALL BE ALLOWED TO CURE SUFFICIENTLY PER THE MANUFACTURER'S RECOMMENDATION PRIOR TO EITHER CHAMBER POOL BEING BROUGHT BACK TO HIGH POOL. COORDINATE WITH CONTRACTING OFFICER AND OPERATIONS FOR SEQUENCING TO ALLOW FOR

MAXIMUM CURE TIME.

CRACK AND REPAIR EXTENT DESCRIPTION:

• C3 IS A LONGITUDINAL FLOOR CRACK LOCATED ON THE FLOOR OF THE GALLERY AT MONOLITH M6. THIS CRACK

EXTENDS FROM WALL TO WALL NEAR THE TANK AREA. THE CRACK EXTENDS FROM THE FLOOR OF THE GALLERY DOWN TO THE CULVERT BELOW. THIS CRACK SHALL BE REPAIRED FROM VERTICAL WALL TO

VERTICAL WALL FROM THE GALLERY SIDE OF THE CRACK.

• C4 IS A VERTICAL WALL CRACK LOCATED AT M6 THAT EXTENDS LONGITUDINALLY FROM THE GALLERY TO MONOLITH M5 AND VERTICALLY FROM THE CULVERT TO THE TOP OF THE WALL. THIS CRACK SHALL BE REPAIRED FROM THE GALLERY. THE REPAIR SHALL EXTEND FROM THE FLOOR TO CEILING OF THE GALLERY.

• C5 IS A VERTICAL WALL CRACK LOCATED AT M6 THAT EXTENDS LONGITUDINALLY FROM THE GALLERY TO THE VALVE SHAFT. THIS CRACK EXTENDS FROM THE TOP OF CULVERT UP TO THE TOP OF THE MONOLITH WALL.

THE CRACK SHALL BE REPAIRED FROM BOTH THE GALLERY SIDE AND THE VALVE SHAFT SIDE. THE REPAIR ON BOTH THE GALLERY SIDE AND VALVE SHAFT SIDE SHALL BE REPAIRED UP TO THE GALLERY CEILING. THE CRACK REPAIR ON THE VALVE SHAFT SIDE SHALL EXTEND DOWN TO ELEVATION 677'-0". CONTRACTOR SHALL USE A VALVE BULKHEAD TO LOWER THE WATER AS REQUIRED TO ALLOW FOR THE CRACK REPAIR IN THE VALVE PIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PICKUP AND DELIVERY AND RETURN OF THE BULKHEAD FROM THE USACE OFFSITE LOCATION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.

CRACK AND REPAIR EXTENT DESCRIPTION:

NOTE: AFTER CRACK REPAIR HAS BEEN COMPLETED AND PROPERLY CURED TO A POINT SUFFICIENT TO THE MANUFACTURER'S RECOMMENDATIONS, VERIFY THAT NO ADDITIONAL LEAKS ARE PRESENT. COORDINATE WITH LOCKMASTER AND CONTRACTING OFFICER TO FILL THE RIVER AND LAND CHAMBER AT UPPER POOL ELEVATION 682'-0" TO CHECK FOR LEAKS AT UPPER POOL ELEVATIONS. IF LEAKS EXIST WITHIN THE REPAIRED MONOLITHS, CONTACT THE CONTRACTING OFFICER FOR DIRECTION OF REQUIRED ACTIONS.

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 2/ 1/

P M

M O

N O

M -6

K R

R E

N D

S-1251

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G . M

CERTIFIED FINAL DOCUMENTS

O H

O N

C R

3/16" = 1'-0"

M-6 SECTIONAL PLAN AT GALLERY @ EL 682

1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS

PRIOR TO THE START OF WORK AND NOTIFY THE

CONTRACTING OFFICER OF ANY CONFLICT.

NOTE:

8'0 4' 16'

SCALE: 3/16"=1'

CX CRACK

LEGEND:

M9M8M7

7' -0

'-0

7' -0

1' -9

-3

9'-0" 4'-10"

C2A

C2 C1

3+ 1 5

.7 0A

M J

2+ 8 2

.6 7A

M J

3+ 1 4

.0 0A

'-0

BULKHEAD SLOT

GALLERY

FLOWA

S-1252

EXISTING/NEW PLATE 96" X 16 3/4" X 1/8"

EXISTING/NEW PLATE 24" X 16 3/4" X 1/8"

NOTE: EXISTING UTILITY LINES TO REMAIN. CONTRACTOR SHALL TAKE ADEQUATE

MEASURES TO PREVENT DAMAGE DURING CONSTRUCTION.

NOTE: REMOVE EXISTING PATCHED FLOOR AREA PLATES, REPAIR EXISTING CRACK WITH

GROUT AND THEN INSTALL NEW PLATE TO MATCH PLAN LENGTH OF PREVIOUS EXISTING

PLATE. REFER TO DETAIL THIS SHEET FOR MORE INFORMATION

CRACK INJECTION NOTES:

1. THE SURFACES OF FLOORS, WALLS, ETC. TO BE TREATED SHALL BE CLEARED OF ALL DEBRIS AND ATTACHMENTS TO ALLOW FREE AND CLEAR

ACCESS TO THE WORK, AND ALSO OPEN ACCESS FOR MONITORING OF GROUT TRAVEL.

2. GROUT SHALL BE A HYDROPHOBIC POLYURETHANE CHEMICAL GROUT (HPCG) APPROVED BY THE CONTRACTING OFFICER AND MAY INCLUDE BUT NOT

LIMITED TO THE FOLLOWING GROUTS: MOUNTAIN GROUT FLEXIBLE, EUCLID DURAL AQUA-DAM OR EQUAL.

3. TRANSPORTATION MUST BE IN ACCORDANCE WITH THE GROUT MANUFACTURER'S RECOMMENDATIONS.

4. ALL CRACKS INDICATED SHALL BE SEALED WITH THE HPCG.

5. HOLES SHALL BE DRILLED AT AN APPROXIMATE 45 DEGREE ANGLE, OFFSET TO INTERSECT THE JOINT/CRACK AT APPROXIMATELY MID-DEPTH OR TO A

MAXIMUM OF 18". IN THIN CONCRETE SECTIONS HOLES MAY BE DRILLED DIRECTLY INTO THE JOINT/CRACK.

6. HOLES SHALL BE OF APPROPRIATE SIZE AND SPACING FOR THE PACKERS WHICH MAY BE MECHANICAL TYPE OR "BANG IN" WHICH ARE HAMMERED INTO

THE DRILL HOLE. 5/8" DIAMETER HOLES SHALL BE DRILLED FOR MECHANICAL TYPE PACKERS, WHICH ARE INSERTED INTO THE DRILLED HOLE AND SECURED INTO PLACE BY AN EXPANDABLE RUBBER SECTION AS THE PACKER IS TIGHTENED. 3/8" DIAMETER HOLES SHALL BE DRILLED FOR "BANG-IN"

TYPE PACKERS, WHICH ARE HAMMERED INTO THE DRILLED HOLE.

MONITOR THE GROUT FLOW FROM OUTSIDE OF THE CRACK.

8. ANY MIXING REQUIRED SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS.

9. GROUT SHALL BE PUMPED THROUGH A DEVICE CAPABLE OF PRODUCING DISCHARGE PRESSURES OF 250 PSI OR GREATER.

10.CRACKS MAY BE ACTIVELY LEAKING AT TIME OF APPLICATION IF ACCEPTABLE BY THE GROUT MANUFACTURER. COORDINATION WITH OPERATIONS FOR

ANY REQUIRED TEMPORARY SHUTDOWN OF A LOCK CHAMBER TO OBTAIN LOW POOL AND REDUCED LEAKING SHALL BE DONE PRIOR TO

CONSTRUCTION COMMENCEMENT.

11.PUMPING SHALL PROCEED FROM PACKER TO PACKER WITH MULTIPLE PASSES ON EACH HOLE UNTIL EITHER STALL PRESSURE IS ACHIEVED OR RAW GROUT FLOW IS OBSERVED FROM THE CRACK/JOINT SUBSEQUENT TO PUMPING UPON THAT HOLE.

12.ALL EXCESS HPCG SHALL BE CLEANED FROM THE AREA AND PROPERLY DISPOSED. LEAVE FINISHED WORK AND WORK AREA IN A NEAT, CLEAN

CONDITION.

OPERATIONS FOR SEQUENCING TO ALLOW FOR MAXIMUM CURE TIME.

CRACK DESCRIPTION:

• C1 IS A LONGITUDINAL FLOOR CRACK LOCATED ON THE FLOOR OF THE GALLERY AT MONOLITH M8. THIS CRACK

EXTENDS FROM THE FLOOR OF THE GALLERY DOWN TO THE CULVERT BELOW AND RUNS THE LENGTH OF THE MONOLITH. THIS CRACK SHALL BE REPAIRED FROM THE GALLERY SIDE OF THE CRACK. EXISTING GALLERY FLOOR REPAIRS (CONCRETE AND STEEL PLATE) SHALL BE REMOVED TO EXPOSE THE EXISTING CRACK. THE CRACK SHALL THEN BE PATCHED WITH THE HPCG. ONCE THE CRACK INJECTION IS COMPLETED AND APPROVED BY THE CONTRACTING OFFICER , THE PREVIOUSLY REMOVED FLOOR REPAIRS SHALL BE REPLACED WITH A 4500 PSI

MINIMUM NON SHRINK CONCRETE AND NEW FLOOR PLATE.

• C2 IS A VERTICAL WALL CRACK LOCATED AT M8 THAT EXTENDS FROM THE TOP OF CULVERT TO THE TOP OF GALLERY AND ON UP TO THE TOP OF THE WALL. THIS CRACK EXTENDS HORIZONTALLY/LONGITUDINALLY FROM THE GALLERY INTO THE BULKHEAD SLOT RECESS. THIS CRACK SHALL BE REPAIRED FROM BOTH THE GALLERY AND BULKHEAD SLOT SIDES. THE REPAIR COMPLETED ON THE GALLERY SIDE SHALL EXTEND FROM THE GALLERY FLOOR AND UP TO ELEVATION 686' THE REPAIR ON THE BULKHEAD SLOT SIDE SHALL EXTEND FROM ELEVATION 677' TO

ELEVATION 686'.

• C2A IS A VERTICAL WALL CRACK LOCATED AT M8 THAT EXTENDS FROM THE TOP OF CULVERT TO THE TOP OF GALLERY AND ON UP TO THE TOP OF THE WALL. THIS CRACK EXTENDS HORIZONTALLY/LONGITUDINALLY FROM THE BULKHEAD SLOT OVER TO MONOLITH M7. THIS CRACK SHALL BE REPAIRED FROM THE BULKHEAD SLOT. THE REPAIR

SHALL EXTEND FROM ELEVATION 677' TO ELEVATION 686'

CRACK AND REPAIR EXTENT DESCRIPTION:

NOTE: AFTER CRACK REPAIR HAS BEEN COMPLETED AND PROPERLY CURED TO

A POINT SUFFICIENT TO THE MANUFACTURER'S RECOMMENDATIONS, VERIFY

THAT NO ADDITIONAL LEAKS ARE PRESENT. COORDINATE WITH LOCKMASTER

AND CONTRACTING OFFICER TO FILL THE RIVER AND LAND CHAMBER AT UPPER

POOL ELEVATION 682'-0" TO CHECK FOR LEAKS AT UPPER POOL ELEVATIONS. IF

LEAKS EXIST WITHIN THE REPAIRED MONOLITHS, CONTACT THE CONTRACTING

OFFICER FOR DIRECTION OF REQUIRED ACTIONS.

EXISTING CRACK

EXISTING 1/8" PL

T/GALLERY FLOOR

EL 682.0

3/16" PL

#4 WELDABLE

REBAR

HOLE

1" DIA

REPAIRED

CRACK

1'-4"

NEW 3/16" A36

GALVANIZED

CHECKERED PL T/GALLERY FLOOR

EL 682.0

#4 x 6" WELDABLE REBAR @ 2' - 0"

STAGGERED (2 MIN PER PLATE). WELD

BAR TO 3/16" PLATE, EMBED INTO

EXISTING CONCRETE W/HILTI RE500.

TOP OF ANCHORS SHALL BE FLUSH WITH

TOP OF PLATE

S-1252

" N S

G R

O U

5/ 8"

SAWCUT

3" 3"

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 2/ 1/

P M

M O

N O

M -8

K R

R E

N D

S-1252

1W N

/s / S

Z, P

G . M

CERTIFIED FINAL DOCUMENTS

O H

O N

C R

3/16" = 1'-0"

M-8 SECTIONAL PLAN AT GALLERY @ EL 682

1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS

PRIOR TO THE START OF WORK AND NOTIFY THE

CONTRACTING OFFICER OF ANY CONFLICT.

NOTE:

0 1' 2'6"

SCALE: 1"=1'

3" = 1'-0"S-1252

A SECTION

12" = 1'-0"S-1252

1 DETAIL

3" = 1'-0"

NEW FLOOR PLATE

6"0 3" 1'

SCALE: 3"=1'

8'0 4' 16'

SCALE: 3/16"=1'

M17 M18 M16

C7 C8

0+ 8 6

.0 0B

M J

7' -0

'-0

7' -0

1' -9

-3

'-0

BULKHEAD SLOT

GALLERY

TOW HAULAGE AREA

APPROXIMATE

21'-0"

0+ 4 3

.3 1B

J FLOW

NOTE: EXISTING TOW HAULAGE

AND EQUIPMENT LINES TO

REMAIN. CONTRACTOR SHALL

TAKE ADEQUATE MEASURES

TO PREVENT DAMAGE DURING

CONSTRUCTION.

CRACK INJECTION NOTES:

1. THE SURFACES OF FLOORS, WALLS, ETC. TO BE TREATED SHALL BE CLEARED OF ALL DEBRIS AND

ATTACHMENTS TO ALLOW FREE AND CLEAR ACCESS TO THE WORK, AND ALSO OPEN ACCESS FOR

MONITORING OF GROUT TRAVEL.

2. GROUT SHALL BE A HYDROPHOBIC POLYURETHANE CHEMICAL GROUT (HPCG) APPROVED BY THE CONTRACTING OFFICER AND MAY INCLUDE BUT NOT LIMITED TO THE FOLLOWING GROUTS: MOUNTAIN GROUT

FLEXIBLE, EUCLID DURAL AQUA-DAM OR EQUAL.

3. TRANSPORTATION MUST BE IN ACCORDANCE WITH THE GROUT MANUFACTURER'S RECOMMENDATIONS.

4. ALL CRACKS INDICATED SHALL BE SEALED WITH THE HPCG.

5. HOLES SHALL BE DRILLED AT AN APPROXIMATE 45 DEGREE ANGLE, OFFSET TO INTERSECT THE JOINT/CRACK

AT APPROXIMATELY MID-DEPTH OR TO A MAXIMUM OF 18". IN THIN CONCRETE SECTIONS HOLES MAY BE

DRILLED DIRECTLY INTO THE JOINT/CRACK.

FOR "BANG-IN" TYPE PACKERS, WHICH ARE HAMMERED INTO THE DRILLED HOLE.

FLOW FROM OUTSIDE OF THE CRACK.

8. ANY MIXING REQUIRED SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS.

9. GROUT SHALL BE PUMPED THROUGH A DEVICE CAPABLE OF PRODUCING DISCHARGE PRESSURES OF 250 PSI

OR GREATER.

10.CRACKS MAY BE ACTIVELY LEAKING AT TIME OF APPLICATION IF ACCEPTABLE BY THE GROUT

MANUFACTURER. COORDINATION WITH OPERATIONS FOR ANY REQUIRED TEMPORARY SHUTDOWN OF A LOCK CHAMBER TO OBTAIN LOW POOL AND REDUCED LEAKING SHALL BE DONE PRIOR TO CONSTRUCTION

COMMENCEMENT.

11.PUMPING SHALL PROCEED FROM PACKER TO PACKER WITH MULTIPLE PASSES ON EACH HOLE UNTIL EITHER STALL PRESSURE IS ACHIEVED OR RAW GROUT FLOW IS OBSERVED FROM THE CRACK/JOINT SUBSEQUENT

TO PUMPING UPON THAT HOLE.

12.ALL EXCESS HPCG SHALL BE CLEANED FROM THE AREA AND PROPERLY DISPOSED. LEAVE FINISHED WORK

AND WORK AREA IN A NEAT, CLEAN CONDITION.

MAXIMUM CURE TIME.

CRACK DESCRIPTION:

• C6 IS A LONGITUDINAL FLOOR CRACK LOCATED ON THE FLOOR OF THE GALLERY AT MONOLITH M17. THIS

CRACK EXTENDS FROM THE FLOOR OF THE GALLERY DOWN TO THE CULVERT BELOW AND RUNS PART OF THE LENGTH OF THE MONOLITH. THIS CRACK SHALL BE REPAIRED FROM THE GALLERY SIDE OF THE CRACK.

• C7 IS A HORIZONTAL PLANE CRACK LOCATED AT THE GALLERY FLOOR ELEVATION. THIS CRACK EXTENDS FROM THE GALLERY TO THE BULKHEAD SLOT. THE CRACK SHALL BE REPAIRED FROM THE GALLERY AND

FROM THE BULKHEAD SLOT.

• C8 IS A VERTICAL WALL CRACK LOCATED AT M17 THAT EXTENDS FROM THE GALLERY CEILING DOWN TO THE TOP OF CULVERT BELOW. THIS CRACK EXTENDS HORIZONTALLY/LONGITUDINALLY FROM THE GALLERY TO THE BULKHEAD SLOT. THIS CRACK SHALL BE REPAIRED FROM BOTH THE GALLERY AND BULKHEAD SLOT SIDES. THE REPAIR COMPLETED ON THE GALLERY SIDE SHALL EXTEND FROM THE GALLERY FLOOR UP TO ELEVATION 686'. THE REPAIR ON THE BULKHEAD SLOT SIDE SHALL EXTEND UPWARD TO ELEVATION 686' AND

DOWN TO ELEVATION 677'.

CRACK AND REPAIR EXTENT DESCRIPTION:

NOTE: AFTER CRACK REPAIR HAS BEEN COMPLETED AND PROPERLY CURED TO A POINT SUFFICIENT TO

THE MANUFACTURER'S RECOMMENDATIONS, VERIFY THAT NO ADDITIONAL LEAKS ARE PRESENT.

COORDINATE WITH LOCKMASTER AND CO TO FILL THE RIVER AND LAND CHAMBER AT UPPER POOL ELEVATION 682'-0" TO CHECK FOR LEAKS AT UPPER POOL ELEVATIONS. IF LEAKS EXIST WITHIN THE

REPAIRED MONOLITHS, CONTACT THE CO FOR DIRECTION OF REQUIRED ACTIONS.

NOTE: EXISTING TOW HAULAGE

AND EQUIPMENT LINES TO

REMAIN. CONTRACTOR SHALL

TAKE ADEQUATE MEASURES TO

PREVENT DAMAGE DURING

CONSTRUCTION.

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 2/ 1/

P M

M O

N O

M -1

- C

K R

R E

N D

S-1253

1W N

/s / S

Z, P

G . M

CERTIFIED FINAL DOCUMENTS

O H

O N

C R

3/16" = 1'-0"

M-17 SECTIONAL PLAN AT GALLERY @ EL 682

1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS

PRIOR TO THE START OF WORK AND NOTIFY THE

CONTRACTING OFFICER OF ANY CONFLICT.

NOTE:

T/WALL @ FACE

693' - 0"

UPPER POOL

EL 682.0

LOWER POOL

EL 664.5

FLOW

5' -6

-6

'-0

4" 1'

-3

2'-0"7'-0"7'-0"2'-0"

A S-2254

LOCATIONS OF

PRESTRESSED ANCHORS

(9 TOTAL) AT M-6

3+ 7 5

.6 0A

3+ 5 7

.6 0A

M6-1 M6-2 M6-3

M6-4 M6-6

M6-7 M6-9

M6-5

M6-8

NOTE: WALL ARMOR NOT

SHOWN FOR CLARITY.

T/WALL @ FACE

693' - 0"

UPPER POOL

EL 682.0

LOWER POOL

EL 664.5

.6 0A

3+ 7 5

.6 0A

FLOW

GALLERY

CULVERT

CENTERLINE OF ANCHORS

T/WALL @ FACE

693' - 0"

B S-2254

S-5257 2S-5257

UPPER POOL

EL 682.0

LOWER POOL

EL 664.5

EL 650.25

EL 649.75EL 649.75

5'-6" 5'-6" 13'-0" 5'-6" 5'-6"

24'-0"

GALLERY

CULVERT

NEW ANCHOR RODS

SEE ELEVATION FOR

LOCATIONS

6' -6

1/8" PER FT

CL MONOLITH

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 2/

:5 1:

M O

N O

M -6

A N

C H

O R

L O

N A

N D

L O

N G

O N

S-2254

1W N

/s / V

D eC

, P .E

G . M

CERTIFIED FINAL DOCUMENTS

O H

O N

C R

3/16" = 1'-0"

M-6 ELEVATION - LAND CHAMBER 3/16" = 1'-0"S-2254

B M-6 LONGITUDINAL SECTION THRU CULVERT

3/16" = 1'-0"S-1250

A SECTION

ANCHOR STRESSING SEQUENCE:

1. STRESS ANCHOR M6-7 TO 35 KIPS

2. STRESS ANCHOR M6-9 TO 35 KIPS

3. STRESS ANCHOR M6-5 TO 35 KIPS

4. STRESS ANCHOR M6-1 TO 35 KIPS

5. STRESS ANCHOR M6-3 TO 35 KIPS

6. STRESS ANCHOR M6-8 TO 35 KIPS

7. STRESS ANCHOR M6-4 TO 35 KIPS

8. STRESS ANCHOR M6-6 TO 35 KIPS

9. STRESS ANCHOR M6-2 TO 35 KIPS

10. STRESS ANCHOR M6-7 TO FULL DESIGN LOAD (72 KIPS)

11. STRESS ANCHOR M6-9 TO FULL DESIGN LOAD (72 KIPS)

12. STRESS ANCHOR M6-5 TO FULL DESIGN LOAD (72 KIPS)

13. STRESS ANCHOR M6-1 TO FULL DESIGN LOAD (72 KIPS)

14. STRESS ANCHOR M6-3 TO FULL DESIGN LOAD (72 KIPS)

15. STRESS ANCHOR M6-8 TO FULL DESIGN LOAD (72 KIPS)

16. STRESS ANCHOR M6-4 TO FULL DESIGN LOAD (72 KIPS)

17. STRESS ANCHOR M6-6 TO FULL DESIGN LOAD (72 KIPS)

18. STRESS ANCHOR M6-2 TO FULL DESIGN LOAD (72 KIPS)

ANCHOR STRESSING NOTES:

1. 72 HOURS AFTER ANCHORS HAVE BEEN INITIALLY STRESSED TO FULL DESIGN LOAD, RE-STRESS ANCHORS TO ENSURE FULL DESIGN LOAD IS ACHIEVED. LOSS OF ANCHOR FORCE MAY OCCUR DUE TO SETTLING OF THE

MONOLITH.

2. FOLLOWING APPROVAL OF ANCHOR STRESSING (PRESTRESSING OPERATIONS RECORDS SUBMITTAL) BY THE CONTRACTING OFFICER, GROUT ANCHORS WITH NON-SHRINK CEMENT GROUT PER THE ANCHOR MANUFACTURER'S

RECOMMENDATIONS. GROUT SHALL BE APPROPRIATE FOR UNDERWATER PLACEMENT.

3. FOLLOWING APPROVAL OF ANCHOR GROUTING BY THE CONTRACTING OFFICER, ANCHOR ROD TAILS SHALL BE CUT PER MANUFACTURER'S RECOMMENDATIONS. GROUT THE ANCHOR RECESSES WITH NON-SHRINK CEMENT GROUT.

4. ANCHORS SHALL BE FULLY STRESSED TO A TOLERANCE OF +/- 2 KIPS

1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS

PRIOR TO THE START OF WORK AND NOTIFY THE

CONTRACTING OFFICER OF ANY CONFLICT.

NOTE:

A S-2255

UPPER POOL

EL 682.0

LOWER POOL

EL 664.5

FLOW

8'-0 3/8"6'-0"5'-0"6'-0"6'-0"2'-0"

5' -1

-1

'-9

-0

LOCATIONS OF

PRESTRESSED

ANCHORS (18

TOTAL) AT M-8

2+ 8 2

.6 7A

3+ 1 5

.7 0A

STRESS TOP

ANCHORS TO 35

KIPS TOTAL(4

LOCATIONS) M8-1 M8-2 M8-3 M8-4

M8-5 M8-6 M8-7 M8-8 M8-9

M8-10 M8-11 M8-12 M8-13

M8-14 M8-15 M8-16 M8-17 M8-18

T/WALL @ FACE

693' - 0"

10'-0"

24'-0"

5'-6" 13'-0" 5'-6" 5'-6"

EXISTING ANCHORS (4 TOTAL),

SEE REFERENCE DRAWING

20/40.2

EXISTING CRACK

GALLERY

NEW ANCHORS

SEE ELEVATION FOR

LOCATIONS

EXISTING

CRACK BEYOND

UPPER POOL

EL 682.0

LOWER POOL

EL 664.5

S-5257

1 SIM.

S-5257

2 SIM.

EL 650.25

EL 682.00

EL 649.75

674.00

CULVERT

8' -0

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 2/

:5 1:

M O

N O

M -8

A N

C H

O R

L O

N A

N D

S-2255

1W N

/s / V

D eC

, P .E

G . M

CERTIFIED FINAL DOCUMENTS

O H

O N

C R

3/16" = 1'-0"

M-8 ELEVATION - LAND CHAMBER

3/16" = 1'-0"S-1250

A SECTION

ANCHOR STRESSING SEQUENCE:

1. STRESS ANCHOR M8-14 TO 35 KIPS

2. STRESS ANCHOR M8-16 TO 35 KIPS

3. STRESS ANCHOR M8-18 TO 35 KIPS

4. STRESS ANCHOR M8-11 TO 35 KIPS

5. STRESS ANCHOR M8-13 TO 35 KIPS

6. STRESS ANCHOR M8-5 TO 35 KIPS

7. STRESS ANCHOR M8-7 TO 35 KIPS

8. STRESS ANCHOR M8-9 TO 35 KIPS

9. STRESS ANCHOR M8-2 TO 35 KIPS

10. STRESS ANCHOR M8-4 TO 35 KIPS

11. STRESS ANCHOR M8-15 TO 35 KIPS

12. STRESS ANCHOR M8-17 TO 35 KIPS

13. STRESS ANCHOR M8-12 TO 35 KIPS

14. STRESS ANCHOR M8-6 TO 35 KIPS

15. STRESS ANCHOR M8-8 TO 35 KIPS

16. STRESS ANCHOR M8-10 TO 35 KIPS

17. STRESS ANCHOR M8-1 TO 35 KIPS

18. STRESS ANCHOR M8-3 TO 35 KIPS

ANCHOR STRESSING NOTES:

1. 72 HOURS AFTER ANCHORS HAVE BEEN INITIALLY STRESSED TO FULL DESIGN LOAD, RE-STRESS ANCHORS TO ENSURE FULL DESIGN LOAD IS ACHIEVED. LOSS OF ANCHOR FORCE MAY OCCUR DUE TO SETTLING OF THE

MONOLITH.

2. FOLLOWING APPROVAL OF ANCHOR STRESSING (PRESTRESSING OPERATIONS RECORDS SUBMITTAL) BY THE CONTRACTING OFFICER, GROUT ANCHORS WITH NON-SHRINK CEMENT GROUT PER THE ANCHOR MANUFACTURER'S

RECOMMENDATIONS. GROUT SHALL BE APPROPRIATE FOR UNDERWATER PLACEMENT.

3. FOLLOWING APPROVAL OF ANCHOR GROUTING BY THE CONTRACTING OFFICER, ANCHOR ROD TAILS SHALL BE CUT PER MANUFACTURER'S RECOMMENDATIONS. GROUT THE ANCHOR RECESSES WITH NON-SHRINK CEMENT GROUT.

4. ANCHORS SHALL BE FULLY STRESSED TO A TOLERANCE OF +/- 2 KIPS

19. STRESS ANCHOR M8-14 TO FULL DESIGN LOAD (72 KIPS)

20. STRESS ANCHOR M8-16 TO FULL DESIGN LOAD (72 KIPS)

21. STRESS ANCHOR M8-18 TO FULL DESIGN LOAD (72 KIPS)

22. STRESS ANCHOR M8-11 TO FULL DESIGN LOAD (72 KIPS)

23. STRESS ANCHOR M8-13 TO FULL DESIGN LOAD (72 KIPS)

24. STRESS ANCHOR M8-5 TO FULL DESIGN LOAD (72 KIPS)

25. STRESS ANCHOR M8-7 TO FULL DESIGN LOAD (72 KIPS)

26. STRESS ANCHOR M8-9 TO FULL DESIGN LOAD (72 KIPS)

27. STRESS ANCHOR M8-15 TOFULL DESIGN LOAD (72 KIPS)

28. STRESS ANCHOR M8-17 TOFULL DESIGN LOAD (72 KIPS)

29. STRESS ANCHOR M8-12 TOFULL DESIGN LOAD (72 KIPS)

30. STRESS ANCHOR M8-6 TO FULL DESIGN LOAD (72 KIPS)

31. STRESS ANCHOR M8-8 TO FULL DESIGN LOAD (72 KIPS)

32. STRESS ANCHOR M8-10 TO FULL DESIGN LOAD (72 KIPS)

1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS

PRIOR TO THE START OF WORK AND NOTIFY THE

CONTRACTING OFFICER OF ANY CONFLICT.

NOTE:

UPPER POOL

EL 682.0

LOWER POOL

EL 664.5

FLOW5'

-6

'-0

2'-0"6'-11 1/4"6'-11 1/4"6'-11 1/4"6'-11 1/4"6'-11 1/4"6'-0"

LOCATIONS OF

PRESTRESSED ANCHORS

(18 TOTAL) AT M-17

A S-2256

0+ 8 6

0+ 4 3

M17-1

M17-7

M17-13

M17-2

M17-8

M17-14

M17-3

M17-9

M17-15

M17-4

M17-10

M17-16

M17-5

M17-11

M17-17

M17-6

M17-12

M17-18

T/WALL @ FACE

693' - 0"

UPPER POOL

EL 682.0

LOWER POOL

EL 664.5

S-5257

1 SIM.

S-5257

2 SIM.

M17

EL 649.75 EL 649.75

EL 650.25

24'-0"

EL 682.00

NEW ANCHORS

SEE ELEVATIONS FOR

LOCATIONS

GALLERY

CULVERT

8' -0

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 2/

:5 1:

M O

N O

M -1

- P

R O

D A

N C

H O

R L

O C

N S

A N

D S

O N

S-2256

1W N

/s / V

D eC

, P .E

G . M

CERTIFIED FINAL DOCUMENTS

O H

O N

C R

3/16" = 1'-0"

M-17 ELEVATION - LAND CHAMBER

3/16" = 1'-0"S-1250

A SECTION

ANCHOR STRESSING SEQUENCE:

1. STRESS ANCHOR M17-13 TO 35 KIPS

2. STRESS ANCHOR M17-15 TO 35 KIPS

3. STRESS ANCHOR M17-17 TO 35 KIPS

4. STRESS ANCHOR M17-8 TO 35 KIPS

5. STRESS ANCHOR M17-10 TO 35 KIPS

6. STRESS ANCHOR M17-12 TO 35 KIPS

7. STRESS ANCHOR M17-1 TO 35 KIPS

8. STRESS ANCHOR M17-3 TO 35 KIPS

9. STRESS ANCHOR M17-5 TO 35 KIPS

10. STRESS ANCHOR M17-14 TO 35 KIPS

11. STRESS ANCHOR M17-16 TO 35 KIPS

12. STRESS ANCHOR M17-18 TO 35 KIPS

13. STRESS ANCHOR M17-7 TO 35 KIPS

14. STRESS ANCHOR M17-9 TO 35 KIPS

15. STRESS ANCHOR M17-11 TO 35 KIPS

16. STRESS ANCHOR M17-2 TO 35 KIPS

17. STRESS ANCHOR M17-4 TO 35 KIPS

18. STRESS ANCHOR M17-6 TO 35 KIPS

ANCHOR STRESSING NOTES:

1. 72 HOURS AFTER ANCHORS HAVE BEEN INITIALLY STRESSED TO FULL DESIGN LOAD, RE-STRESS ANCHORS TO ENSURE FULL DESIGN LOAD IS ACHIEVED. LOSS OF ANCHOR FORCE MAY OCCUR DUE TO SETTLING OF THE

MONOLITH.

2. FOLLOWING APPROVAL OF ANCHOR STRESSING…

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