W9128F22B0022 Oahe Spillway Apron Slab Rehab Drawings 3of3.pdf

PDF 26 MB Posted Aug 16, 2024

Attached to: Rehabilitate Spillway Apron Slab at Oahe Dam, SD
Solicitation number: W9128F24B0022
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Aug 16, 2024

This document appears to be a set of drawings related to a federal contract opportunity to rehabilitate the spillway apron slab at Oahe Dam in South Dakota. The associated federal contract opportunity, with Solicitation Number W9128F24B0022, is for a project to selectively demolish existing concrete slabs and walls of the spillway, and then form, reinforce, pour and cure concrete patches to replace the demolished concrete, including the installation of waterstop at the joints. The project also involves replacing two 6" check valves in the spillway gallery and repainting the connecting pipe. The contract value is estimated to be between $250,000.00 and $500,000.00, and the requirement will be a 100% Small Business Set-Aside. The federal agency involved is the Department of the Army Corps of Engineers Engineering District Omaha.

View the file

Other files

File	Type	Posted
Abstract of Bids for W9128F24B0022.pdf	PDF	Sep 18, 2024
Amd 0001 for W9128F24B0022 Oahe Spillway Apron Rehab.pdf	PDF	Sep 9, 2024
PreBid Site Visit Attendees 08272024.pdf	PDF	Aug 30, 2024
W9128F24B0022 Oahe Spillway Apron Slab Rehab Specs 2of3.pdf	PDF	Aug 16, 2024
W9128F24B0022 Oahe Spillway Apron Rehab Solitation 1of3.pdf	PDF	Aug 16, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

A N

S I

S P

W A

Y A

P R

O N

S L

A B

R E

H A

O A

H E

D A

M S

O U

T H

D A

K O

T A

O M

A H

N E

C A

O L

A V

O M

A H

A D

N U

M B

E R

E N

A M

S W

E R

C Z

E K

V E

I N

D E

G-001

M H

O F

F M

A N

S W

E R

C Z

E K

G -0

.d g n

M H

O F

F M

SPILLWAY APRON SLAB REHABILITATION

OAHE DAM, SOUTH DAKOTA

W9128F24B0022

08/01/2024

OMAHA DISTRICT

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A D

V E

R T

M E

N T of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

NC UNIT

ABV

ACC

ACI

ACR

ACS DR

ACSPNL

ACSR

ACST

ACT

ADDM

ADH

ADJ

ADO

AFF

AGGR

AHR

AHLI

AIC

AISC

A.L.

ALT

ALUM

AMB

AMP

ANO□

ANSI

APP□

APPROX

ARCH

ARI

ASB

ASC

ASPH

ATC

AUTO

AVG

AWG

AWT

BDRY

BEJ

BEV

BITUM

BJT

BLDG

BLW

BOT

BRCG

BRDG

BRG

BRG PL

BRK

BRKT

BRZ

BSMT

Btu BtuH

BTWN

BUR

CAB

CAP

CCT

CCTV

CEM

CEM PLAS

CER

CFI

CFLG

CFM

CHBD

CHFR

CHIM

CHK

CHRPL

Cl Cl

CIP

CIRC

CKT

CKTBRKR

CLG

CLGHT

CLGL

CLL

CLO

CLOS

CLR

CLWG

CMP

CMPST

CMU

CND

CNL

CNR

CNTR

CO2

COL

COM

COMB

COMPT

CONC

CONN

CONSTR

CONT

CONTR

I 2 I

ANGLE

AIR CONDITIONING

AIR CONDITIONING UNIT

ANCHOR BOLT

ABOVE

ALTERNATING CURRENT

ACCESSIBLE

AMERICAN CONCRETE INSTITUTE

ACRYLIC PLASTIC

ACCESS DOOR

ACCESS PANEL

ALUMINUM CABLE STEEL REINFORCED

ACOUSTIC

ACOUSTICAL CEILING TILE

ADDENDUM

ADHESIVE

ADJACENT, ADJOINING, ADJUSTABLE

AUTOMATIC DOOR OPERATOR

ABOVE FINISHED FLOOR

AGGREGATE

ANCHOR

AIR HANDLING UNIT

AREA INLET

AMPERE INTERRUPTING CAPACITY

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ACTIVE LEAF

ALTERNATE

ALUMINUM

AMBIENT

AMPERE

ANODIZE

AMERICAN NATIONAL STANDARDS INSTITUTE

APPROVED

APPROXIMATE

ARCHITECT

AMERICAN REFRIGERATION INSTITUTE

ASBESTOS

ABOVE SUSPENDED CEILING

ASPHALT

ACOUSTICAL TILE CEILING

AUTOMATIC

AVERAGE

AMERICAN WIRE GAUGE

ACOUSTICAL WALL TREATMENT

BULLETIN BOARD

BOOKCASE

BOARD

BOUNDARY

BRICK EXPANSION JOINT

BEVEL

BITUMINOUS

BED JOINT

BUILDING LINE

BUILDING

BELOW

BENCHMARK

BOTTOM OF

BOTTOM

BACK PLASTER(ED)

BRACING

BRIDGING

BEARING

BEARING PLATE

BRICK

BRACKET

BRONZE

BOTH SIDES

BASEMENT

BRITISH THERMAL UNIT

BTU PER HOUR

BETWEEN

BUILT-UP ROOFING

BOTH WAYS

CABINET

CAPACITY

CATCH BASIN

CUBICLE CURTAIN TRACK

CLOSED CIRCUIT TELEVISION

COVER ELEVATION

CEMENT

CEMENT PLASTER

CERAMIC

CONDUCTIVE FLOORING

COUNTERFLASHING

CUBIC FEET PER MINUTE

CORNER GUARD

CHALKBOARD

CHAMFER

CHIMNEY

CHECK

CHROME PLATED

CAST IRON

CURB INLET

CAST-IN-PLACE

CIRCULAR

CONTROL JOINT

CONSTRUCTION JOINT

CIRCUIT

CIRCUIT BREAKER

CENTER LINE

CEILING

CEILING HEIGHT

CLEAR GLASS

CONTRACT LIMIT LINE

CLOSET

CLOSURE

CLEAR(ANCE)

CLEAR WIRED GLASS

CENTIMETER(S)

CORRUGATED METAL PIPE

COMPOSITE

CONCRETE MASONRY UNIT

CONDUIT

CONDUCTIVE NEOPRENE LATEX

CORNER

COUNTER

CLEANOUT

CARBON DIOXIDE

COLUMN

COMMON

COMBUSTION

COMPARTMENT

CONCRETE

CONNECT

CONSTRUCTION

CONTINUE

CONTRACTOR

4 I

CORR

CDV

CPRS

CPT

CRCMF

CRES

CRG

CRS

CSK

CSMT

CTOC

CTR

cu Cu

CU FT

CUH

CUYD

CVH

CYL

DAT

DBL

DBLACTDR

DCJ

DCJT

DEG

DEMO

DEPR

DEPT

DET

DIA

DIAG

DIM

DISC

□ISP

DISTR PNL

DIV

DMPF

DMPR

DMT

DRB

DRCL

DVTL

DWG

DWLS

DWR

DWTR

EAT

ELEC

EMD

EMER

ENCL

ENTR

EPRF

EPY

EQUIP

ESCAL

EST

EWC

EWT

EXC

EXH

EXHA

EXST

EXP

EXP BT

EXT

FAC

FAI

FBRK

FCBRK

FCG

FCJ

FCO

FCU

FDMPR

FDTN

FEB

FEC

FGL

FHC

FHMS

FHR

FHS

FHWS

FIG

FIN

FIN FLR

FIXT

FJT

FLASH

FLR

5 I

CORRIDOR

COVER

COMPRESSIBLE

CARPET

CIRCUMFERENCE

CORROSIVE RESISTANT STEEL

CROSS GRAIN

COURSE(S)

CAST STONE

COUNTERSUNK

CASEMENT

CERAMIC TILE

CURRENT TRANSFORMER

CENTER TO CENTER

CENTER

CONDENSING UNIT

COPPER

CUBIC FEET

CABINET UNIT HEATER

CUBIC YARDS

CEILING VENT

I 7

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)

COLDWATER

CYLINDER

PENNY (AS IN NAIL - 10D)

DATUM

DRY BULB

DOUBLE

DOUBLE ACTING DOOR

DOWELED CONTROL JOINT

DUMMY CONTROL JOINT

DEGREE

DEMOLITION

DEPRESSION

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DOUBLE HUNG

DUCT HEATER

DIAMETER

DIAGONAL

DIMENSION

DISCONNECT

DISPENSER

DISTRIBUTION PANEL

DIVISION

DEAD LOAD

DAMPPROOFING

DAMPER

DEMOUNTABLE

DOWN

DOOR

DRAIN

DRAINBOARD

DOOR CLOSER

DOUBLE STRENGTH (GLASS)

DOWNSPOUT

DRAIN TILE

DOVETAIL

DRAWING

DOWELS

DRAWER

DUMBWAITER

DIRECT EXPANSION

EAST

EACH

ENTERING AIR TEMPERATURE

EACH FACE

EXPANSION JOINT

ELEVATION - GRADE OR BUILDING

ELECTRIC

EXPANDED METAL

ESTIMATED MAXIMUM DEMAND

EMERGENCY

ENCLOSE(URE)

ENTRANCE, ENTERING

ELECTRICAL PANELBOARD

EXPLOSION PROOF

EPOXY COATING

EQUAL

EQUIPMENT

ESCALATOR

ESTIMATE(□)

ELECTRIC WATER COOLER

ENTERING WATER TEMPERATURE

EXCAVATE

EXHAUST

EXHAUST AIR

EXISTING

EXPANSION

EXPOSED

EXPANSION BOLT

EXTERIOR

FAHRENHEIT

FIRE ALARM

FRESH AIR

FIRE APPARATUS CLOSET

FRESH AIR INTAKE

FIRE BRICK

FOOT CANDLE

FACE BRICK

FACING

FLOOR CONSTRUCTION JOINT

FLOOR CLEANOUT

FAN COIL UNIT

FLOOR DRAIN

FIRE DAMPER

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FACTORY FINISH

FIBERGLASS

FIRE HYDRANT

FLAT HEAD

FIRE HOSE CABINET

FLAT HEAD MACHINE SCREW

FIRE HOSE RACK

FIRE HOSE STATION

FLAT HEAD WOOD SCREW

FIGURE

FINISH

FINISH FLOOR

FIXTURE

FLUSH JOINT

FLASHING

FLOOR

FLEX

FLG

FLRPL

FLUOR

FOC

FOF

FOM

FOS

FPM

FRG

FRMG

FRT

FSTNR

FTG

FURG

FUT

FWC

GAL

GALV

GALVSTL

GEN

GFCI

GFE

GFEICI

GIP

GKT

GLBLK

GLF

GLZ

GLZCMU

GOVT

GPM

GPT

GRAN

GRLN

GRTG

GST

GSU

GWT

GYP

GYPBD

GYPPLAS

HCD

HCP

HDBD

HDJT

HDR

HDW

HDWD

HES

HEX

HNDRL

HORIZ

HPT

HSGYP

HSKPG

HTG

HTR

HVAC

HYDR

IESNA

ILK

INCIN

INCL

INSF

INSUL

INT

INTM

INV

IPS

I.P.S.

JAN CLO

J-BOX

JCT

JST

KIP

KIT

KOP

KPL

km kV kVA kVAR kW

KWY

LAB

LAD

LAM

LAT

LAU

LAV

I 9 I 10 I 11 I

ABBREVIATIONS

FLEXIBLE

FLOORING

FLOOR PLATE

FLUORESCENT

FENCE

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FACE OF STUD

FIRE PARTITION

FIREPROOF

FEET PER MINUTE

FIRE RESISTANT

FRAME

FORGED

FRAMING

FIRE-RETARDANT

FULL SIZE

FASTEN(ER)

FEET

FOOTING

FURRING

FUTURE

FIREWATER

FABRIC WALL COVERING

NATURAL GAS

GAGE

GALLON(S)

GALVANIZED

GALVANIZED STEEL

GRAB BAR

GENERAL CONTRACTOR

GENERAL

GROUND FACE

GROUND FAULT CIRCUIT INTERRUPTER

GOVERNMENT-FURNISHED EQUIPMENT

GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLED

GALVANIZED IRON

GALVANIZED IRON PIPE

GASKET(ED)

GLASS

GLASS BLOCK

GLASS FIBER

GLAZING

GLAZED CONCRETE MASONRY UNITS

GROUND

GOVERNMENT

GALLONS PER MINUTE

GYPSUM TILE

GRANITE

GRADE LINE

GRATING

GLAZED STRUCTURAL TILE

GLAZED STRUCTURAL UNITS

GROUT

GLAZED WALL TILE

GYPSUM

GYPSUM BOARD

GYPSUM PLASTER

HOSE BIBB

HOLLOW CORE

HALON CONTAINMENT DAMPER

HANDICAPPED

HEAD

HEAVY DUTY

HARDBOARD

HEAD JOINT

HEADER

HARDWARE

HARDWOOD

HIGH EARLY-STRENGTH CEMENT

HEXAGON

HANDHOLE

HOOK(S)

HOLLOW METAL

HANDRAIL

HORIZONTAL

HIGH PRESSURE

HORSEPOWER

HIGH POINT

HOUR

HIGH STRENGTH

HIGH-STRENGTH GYPSUM PLASTER

HOUSEKEEPING

HEIGHT

HEATING

HEATER

HEATING, VENTILATING AND AIR CONDITIONING

HYDRAULIC

HERTZ

INTERCOM

INSIDE DIAMETER

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA

INTERLOCK

INCH

INCINERATOR

INCLUDED

INSULATING FILL

INSULATION

INTERIOR

INTERMEDIATE

INVERT

IRON PIPE

IRON PIPE SIZE

INSIDE PIPE SIZE

JANITOR'S CLOSET

JUNCTION BOX

JUNCTION

JOIST

JOINT

KILOPOUND (1000 POUNDS)

KITCHEN

KNOCKOUT PANEL

KICKPLATE

KILOMETER

KILOVOLTS

KILOVOLT AMPERES

KILOVOLT AMPERES REACTIVE

KILOWATT

KEYWAY

LABORATORY

LADDER

LAMINATE

LEAVING AIR TEMPERATURE

LAUNDRY

LAVATORY

LAG BOLT

LBL

LBR

LDG

LIN

LKR

LLD

LMST

LNTL

LONG

LPD

LPL

LPT

LTWT

LTG

LTNG

LVR

LWC

LWT

m M&B

MACH

MAS

MATL

MAX

MBR

MCJ

MCD

MDS

MECH

MECH RM

MED

MEMB

MES

MFD

MFG

MFR

MGT

MIN

MIRR

MISC

MLDG

MLWK

MNIC

MOD

MOD.

MOT

MRB

MRD

MTD

MTFR

MTL

MVBL

MULL

NAT

NEC

NEMA

NFPA

NIC

N.L.

NOM

NRC

N"REQD

NTS

OBSC

DBW

OCEW

OFC

OGL

OHMS

OHWS

OPH

OPNG

OPP

OPQ

OPS

OS&Y

□WGL

PAR

PBD

PBS

PCC

PCF

PCP

PED

PERF

POUND

LABEL

LUMBER

LIGHT CONTROL

LOAD

LENGTH

LEFT HAND(ED)

LINEAR

LOCKER

LIVE LOAD

LEAD-LINED DOOR

LUMEN

LIMESTONE

LINTEL

LONGITUDINAL

LIGHTPROOF

LIGHTPROOF DOOR

LIGHTPROOF LOUVER

LOW POINT

LIVING ROOM

LAWN SPRINKLER

LIGHT

LIGHTWEIGHT

LIGHTING

LIGHTNING

LOUVER

LIGHTWEIGHT CONCRETE

LEAVING WATER TEMPERATURE

METER(S)

MATCHED AND BEADED

MACHINE

MASONRY

MATERIAL(S)

MAXIMUM

MACHINE BOLTS

MEMBER

MEDICINE CABINET

MASONRY CONTROL JOINT

METAL-CASED OPENING

METAL DIVIDER STRIP

MECHANICAL

MECHANICAL ROOM

MEDIUM

MEMBRANE

METAL EDGE STRIP

METAL FLOOR DECKING

MANUFACTURING

MANUFACTURER

MOTOR GENERATOR

MATTE-GLAZED TILE

MANHOLE

MALLEABLE IRON

MINIMUM

MIRROR

MISCELLANEOUS

METAL LATH

MONOLITHIC

MOULDING

MILLWORK

MILLIMETER(S)

I 14 I

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)

MASONRY OPENING

MODULAR

MODIFIED

MOTOR

MOVABLE PARTITION

MOP RECEPTOR

MARBLE BASE

METAL ROOF DECKING

MACHINE SCREWS

METAL THRESHOLD

MOUNT

MOUNTED

METAL FURRING

METAL

MOVABLE

MULLION

NORTH

NATURAL

NORMALLY CLOSED

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NATIONAL FIRE PROTECTION ASSOCIATION

NICKEL

NOT IN CONTRACT

NAILABLE

NEOPRENE LATEX

NONMETALLIC

NORMALLY OPEN

NUMBER

NOMINAL

NOISE REDUCTION

NOISE REDUCTION COEFFICIENT

NOT REQUIRED

NOTTO SCALE

OUTSIDE AIR

OBSCURE

OBSERVATION WINDOW

ON CENTER

ON CENTER EACH WAY

OUTSIDE DIAMETER

OFFICE

OBSCURE GLASS

OVERHEAD

OVALHEAD MACHINE SCREW

OVALHEAD WOOD SCREW

OPPOSITE HAND

OPENING

OPPOSITE

OPAQUE

OPERATIONS

OUTSIDE SCREW AND YOKE

OBSCURE WIRED GLASS

POLE

PUBLIC ADDRESS

PARALLEL

PANIC BAR

PARTICLE BOARD

PUSH BUTTON STATION

PIECE

PRECAST CONCRETE

POUNDS PER CUBIC FOOT

CEMENT PLASTER (PORTLAND)

PAVEMENT DRAIN

PEDESTAL

PERFORATE(□)

PERIM

PHAR

PIPU

PIV

PLAM

PLAS

PLAT

PLBG

PLF

PLG

PLGL

PLYWD

PNL

POL

PORC

PORT

PPGL

PPM

PREFAB

PREFIN

PREFMD

PRKG

PROJ

PRV

P.S.

PSCONC

PSF

PSI

PT.

PTCONC

PTD

PTN

PTR

PVC

PVG

QT.

QTR

1/4 RND

QTY

R R R

RAB

RAGR

RAR

RBL

RBR

RCP

RCVR

RDG INS

RECPT

REC ROOM

RECT

REF

REFL

REFR

REG

REINF

REM

REQD

RESIL

RET

REV

RFG

RLG

RND

ROW

RPM

RPRT

RTF

RVS

RVT

RWC

S.B.

SCHED

SCRN

SCT

SDI

SECT

SEQ

SFGL

SFTU

SFU

SHLDR

SHT

SHTHG

SHV

SIM

SJI

SKLT

SLNT

SLV

SMS

sov

SPC

SPCL

SPD

I 16

PERIMETER

PHASE

PHARMACY

I 17

POINT OF INTERSECTION

PREFAB ISOLATION POWER UNIT

POST INDICATING VALVE

PLATE

PROPERTY LINE

PLASTIC LAMINATE

PLASTER

PLATFORM

PLUMBING

POUNDS PER LINEAR FOOT

PILING

PLATE GLASS

PLYWOOD

PANEL

PAINT(ED)

POLISHED

PORCELAIN

PORTABLE

POLISHED PLATE GLASS

PARTS PER MILLION

PAIR

PREFABRICATE(□)

PRE FINISHED

PREFORMED

PARKING

PROJECT

PRESSURE-REGULATING VALVE

PIPE SPACE

PRESSED STEEL

PRESTRESSED CONCRETE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PNEUMATIC TUBE

POINT

POST-TENSIONED CONCRETE

PAPER TOWEL DISPENSER

PARTITION

PAPER TOWEL RECEPTACLE

PAVED

POLYVINYL CHLORIDE

PAVING

PASS WINDOW

QUARRY TILE

QUART

QUARTER

QUARTER ROUND

QUANTITY

RADIUS

RANGE

RISER

RETURN AIR

RABBETED

RETURN AIR GRILLE

RETURN AIR REGISTER

RUBBER BASE, RESILIENT BASE

RUBBLE STONE

RUBBER

REMOTE CONTROL

REINFORCED CONCRETE PIPE

RECEIVER

ROOF DRAIN

RIGID INSULATION

RECEPTACLE

RECREATION ROOM

RECTIFIER

REFERENCE

REFLECT

REFRIGERATION

REGLET

REINFORCE

REMOVE(ABLE)

REQUIRED

RESILIENT

RETURN

REVISION

ROOFING

RELATIVE HUMIDITY

RIGHT HAND

ROOF HATCH

RACK

RAILING

ROOM

ROUND

ROUGH OPENING

RIGHT OF WAY

RETRACTABLE PARTITION

REVOLUTIONS PER MINUTE

RAISED PATTERN RUBBER TILE

RUBBER TILE FLOOR

REVERSE

RIVET

RAINWATER CONDUCTOR

SOUTH

SUPPLY AIR

SPLASH BLOCK

SECURITY BARS

SOLID CORE

SCHEDULE

SCREEN

STRUCTURAL CLAY TILE

STORM DRAIN

STEEL DOOR INSTITUTE

SECTION

SEQUENCE

SAFETY GLASS

STRUCTURAL FACING TILE UNIT

STRUCTURAL FACING UNIT

SHEET GLASS

SHOULDER

SHEET

SHEATHING

SHELVING

SIMILAR

STEEL JOIST INSTITUTE

SKYLIGHT

SEALANT

SLEEVE

SHEET METAL

SHEET METAL SCREWS

SHUT OFF VALVE

SPACER

SPECIAL

SOUNDPROOF DOOR

SPEC

SPF

SPFIN

SPH

SPKR

SQHD

S&R ss ss

SST

STA

STD

STG

STL

STOR

STPR

STR

STRUCT

STWY

SUB FL

SUSP

SWBD

SYMM

SYNTH

SYS

TAN

TEL

TEMP

TER

TERM

T&G

TGL

THK

THRES

TKBD

TKS

TOL

TOPO

TOS

TOW

TPD

TPTN

TRANS

TSTAT

TYP

UGND

UNEX

UNFIN

UPS

UTIL

VAR

VCT

VENT

VERT

VEST

VNR

VOL

VRM

vs V.T.

VTR

vwc w

WBL

W/C wco

WDSP

WDW

WGL

WHB

WHM

WKSH

W/0

WRB

ws w.s.

WSCT

WTH

W/W

WWF

WWM

WWR

XFMR

18 I 19

SPECIFICATION

SOUNDPROOF

SPECIAL FINISH

SPACE HEATER

SPEAKER

SQUARE

SQUARE HEAD

SHELF AND ROD

SERVICE SINK

STANDING SEAM (ROOF)

STAINLESS STEEL

STATION

STANDARD

SEATING

STEEL

STORAGE

STATIC PRESSURE

STRINGER

STRUCTURAL

STAIRWAY

SUBFLOOR

SUSPENDED

SHEET VINYL

SWITCH

SWITCHBOARD

SYMMETRICAL

SYNTHETIC

SYSTEM

TREAD

TANGENT

TOWEL BAR

TERRACOTTA

TELEPHONE

TEMPERATURE

TEMPORARY

TERRAZZO

TERMINAL

TONGUE AND GROOVE

TOGGLE

TRUSS HEAD

THICK(NESS)

THRESHOLD

TACKBOARD

TACKSTRIP

TOP OF

TOLERANCE

TOPOGRAPHY

TOP OF SLAB

TOP OF STEEL

TOP OF WALL

TOILET PAPER DISPENSER

TOILET PARTITION

TRANSOM

TRANSVERSE

THERMOSTAT

TELEVISION

TYPICAL

UNIT COOLER

UNDERGROUND

UNIT HEATER

UNDERWRITERS LABORATORIES

UNEXCAVATED

UNFINISHED

UNINTERRUPTABLE POWER SUPPLY

URINAL

UTILITY

UNIT VENTILATOR

VOLT

VARNISH

VINYL BASE

VINYL COMPOSITION TILE

VITRIFIED CLAY TILE

VAULT DOOR

VENTILATOR(TION)

VERTICAL

VESTIBULE

VINYL FABRIC

VERTICAL GRAIN

VINYL HOMOGENEOUS

V-JOINT(ED)

VENEER

VOLUME

VAPOR RETARDER

VERMICULITE

VENT STACK

VOLTAGE TRANSFORMER

VENT THRU ROOF

VINYL WALL COVERING

WEST

WITH

WET BULB

WOOD BLOCKING

WATER CLOSET

WHEELCHAIR

WOOD-CASED OPENING

WOOD

WOODDOOR

WASTE DISPOSER

WINDOW

WIDE FLANGE

WIRED GLASS

WALL HUNG

WATER HEATER

WHEEL BUMPER

WATT-HOUR METER

WROUGHT IRON

WORKSHOP

WIRE MESH

WITHOUT

WATERPROOF(ING)

WEATHERPROOF

WORKING POINT

WASTE RECEPTACLE

WARDROBE

WATERSTOP

WASTE STACK

WAINSCOT

WEIGHT

WIDTH

WALL TO WALL

WELDED WIRE FABRIC

WELDED WIRE MESH

WELDED WIRE REINFORCEMENT

TRANSFORMER

YARD

YARD DRAIN

US Army Corps of Engineers® ti:

w Ill :a, z w ..J u::

SHEET ID

G-002 z ti:

a': u Cf) w C, 1-z w w Cl) -b::

N 'l1

Broadus

Gillette

Doifgl~s

Dellils Tower

Thuader Basin National

Grassland

3 4 5 6

Beker

Bowman ' Fort Yates l-·········--------------------------------------------~~-t:I~-?.~

STANDrnG

ROCK INDIAN

RESERVAT ION

Mobridge .,_

OAHE DAM SPILLWAY )

CH )f[NNE RIVER

RE 'j RVATION

Spearfish c asturgis D€adwood ljlack Hills National Forest

Custer

Rap id GitY. - __

Hot Springs

Scottsbluff

PIN E RIDGE

RESERVATION

Chadron

Wall , K<H1oka - iii

, Oahe Dam LI! rgfl dAm with I!

recreational re-servoir

Mur-do

Pie'rre

ROSEBUD

0 FF- RESERVATION

TRUST LAND

CR'OW CREEK

R~BR\/ATION

ChamDerlain

Win ner

ROSEBUD IN DIAN

RESERVATION

Valent ine

LOCATION MAP

ACCESS PLAN

Aberdeen

Huron

Mitchell I'll'

'l"ANKTO~

RESERVAT ION

iii

JI. "" .•

LAKE TRAvrn<e

RESERVATr~N

Wc1tertown

Sioux Falls

Yan k.ton .,p ......... \...

·verlll1rnon iii

FefQU~ Fall s.

-. 510,ux City .- ,S. ~ ,.

Norfolk

Braine

MI NNESOTA

Alexandrici

Willmar

St Cle ij

Fort Oa

11 12 13 14 15 16 17 18

NOTES:

1. THE LIMITS OF THE CONTRACTOR STAGING AREA SHALL BE ASSIGNED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE PRIOR TO THE START OF THE WORK. THE CONTRACTOR SHALL

STOCKPILE CONSTRUCTION MATERIALS ONLY WITHIN THE WORK AREA OR THE DESIGNATED

STAGING AREA. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE THE GOVERNMENT WITH

ACCESS TO THE DOORS LOCATED IN THE SPILLWAY STRUCTURE AT ALL TIMES.

ACCESS TO SPILLWAY DOORS WILL BE REQUIRED BY PROJECT PERSONNEL

(SEE WORK AREA PLAN BELOW FOR LOCATIONS).

2. ALL ACCESS ROUTES, STAGING AREAS, AND ALL OTHER AREAS DISTURBED BY CONSTRUCTION

SHALL BE RESTORED TO THE PRE-CONSTRUCTION CONDITION AS APPROVED BY THE

CONTRACTING OFFICER'S REPRESENTATIVE. ALL DAMAGES TO EXISTING FEATURES (ROADS,

BRIDGES, CONCRETE STRUCTURES, TRAILS, FENCING, DRAINAGE FACILITIES, ETC.) SHALL BE

REPAIRED AS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

3. PROVIDE TEMPORARY TRAFFIC CONTROL NECESSARY FOR THE SAFE MOVEMENT OF ALL ROAD USERS (MDTORISTS, BICYCLISTS, PEDESTRIANS, WORKERS, ENFORCEMENT/EMERGENCY OFFICIALS) AND EQUIPMENT THROUGH OR AROUND TEMPORARY TRAFFIC CONTROL ZONE AS REQUIRED BY MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). FLAGGERS MAY BE REQUIRED BY THE CONTRACTING

OFFICER REPRESENTATIVE. FLAGGE RS MUST BE QUALIFIED PER CHAPTER GE OF THE MUTCD.

WORK AREA PLAN

19 20

US Army Corps of Engineers® ci::

w en z w ...J u::

w Cl z 0..

o" rn w Cl

.. c::i

:l: 0

. . Z LO

.. >- w :l: >- -• cc ....J en >- -•• cc cc,u..O C 0:: ~ 0:: Cl~ W ~

~ ~Z ~ ~ ~ ~ ~ Cl £1rn:l:rnurn:.w .. _ UJ<r:<C<Cwacco~oo W .0::: .I ::J __ z CIZCIZ(.)--jUJU)UJ<( z z ::s 0

~ a.

j::S~ (/) o- UJ

"' en <( <( (.)

om (.)

I 0:: <( f- CD Cl ::::, <( z 0...J rn rn <( ·z a. :;; 0 <( <( 0::

0 0.. ~ w <( z ~~ 0 0 :l:

~ ...J ...J a: (.)

rn 0

....I

SHEET ID

G-100

1-z w w rn w

W-1.1

BASIN END WALLS

WEST ABUTMENT

W-1

W-2

I I I

1J iii ;c

8 9

WEIR STRUCTURE

1J iii ;c

12 13 14

• I • l I I

~ j W-3 BASIi SLAB

I >---++------<--+11 R Q p 0 N M L K J H G F E D C B A

I I

I i"-@) W-4

I I - I

>---++------<--+1, r S05) ~, I - S01 I

END SILL ...,.,,f-----+----+----+----t------t-----+----+----+----+----+----t------t-----+----+----+----+----+-----t..-1 W-5

I I

W-6 ' I

ES-18

I I

ES-17 ES-16 ES-15 ES-14 ES-13 ES-12 ES-11 ES-10 ES-9 ES-8 ES-7 ES-6 ES-5 ES-4 ES-3 ES-2 ES-1

S03 J04 I

EAST ABUTMENT

• I

E-1.1

E-1

E-2

E-3

E-4

E-5

E-6

16 17 18 19

SPALL REPAIR SCHEDULE

APROX.

SURFACE

MARK AREA PHOTOS NOTES

S01 70 SF 1-3 PARTIAL DEPTH REPAIR AT EAST END SILL

S02 525SF 4-6, 25 FULL DEPTH REPAIR (EXTEND J01 REPAIR)

S03 40 SF 7 SPALL WILL BE REPAIRED WITH J04 JOINT REPAIR

S04 15 SF 8 SPALL WILL BE REPAIRED WITH J04 JOINT REPAIR

S05 80 SF 9-11 PARTIAL DEPTH REPAIR AT WEST END SILL

S06 120 SF 12 FULL DEPTH REPAIR (EXTEND J05 REPAIR)

S07 5SF 13 PARTIAL DEPTH REPAIR AT CUT OFF WALL

SOB 10 SF 14 PARTIAL DEPTH REPAIR AT CUT OFF WALL

S09 15 SF 15 PARTIAL DEPTH REPAIR AT CUT OFF WALL

S10 15 SF 16-17 PARTIAL DEPTH REPAIR AT CUT OFF WALL

S11 10 SF 18 PARTIAL DEPTH REPAIR AT CUT OFF WALL

S12 80 SF 18-20 PARTIAL DEPTH REPAIR AT CUT OFF WALL

S13 30 SF 21-22 PARTIAL DEPTH REPAIR AT WEST APRON END WALL

S14 5SF 23 PARTIAL DEPTH REPAIR AT EAST APRON SIDE BLOCKS

S15 25SF 24 PARTIAL DEPTH REPAIR AT EAST APRON SIDE BLOCKS

JOINT REPAIR SCHEDULE

REPAIR

MARK LENGTH PHOTOS DETAIL NOTES

J01 201 LF 5-6, 25 4/S-501 INCLUDES NEW RETROFIT WATERSTOP

J02 101 LF 26-27 3/S-501 REPAIR EXPANSION JOINT

J03 101 LF 28-31 3/S-501 REPAIR EXPANSION JOINT

J04 400 LF 32-35 2/S-501 INCLUDES NEW RETROFIT WATERSTOP

J05 201 LF 36 4/S-501 INCLUDES NEW RETROFIT WATERSTOP

J 06 375 LF 37-38 1/S-501 REPAIR EXPANSION JOINT

MISCELLANEOUS REPAIR SCHEDULE

REPAIR

MARK PHOTOS DETAIL NOTES

R01 39-40

R02 41-42

R03 43 I--

R04 44-45

R05 46 I--

ROS 47

S/S-500 REPAIR DAMAGED CONCRETE AND RAISE CONCRETE

SURFACE TO MATCH APRON SIDE BLOCKS

5/S-500

2/S-500

REPAIR DAMAGED CONCRETE AND RAISE CONCRETE

SURFACE TO MATCH APRON SIDE BLOCKS

VERTICAL OFFSET OF APPROXIMATELY 1-1/4" TO 1-112"

2/S-500 VERTICAL OFFSET OF APPROXIMATELY 7"

2/S-500 VERTICAL OFFSET OF APPROXIMATELY O" TO 1-3/4"

2/S-500 VERTICAL OFFSET OF APPROXIMATELY O" TO 1"

BASIN END WALLS

W-7.1 I

W-7.2 W-7

I Jos J I

I-----+-----+--_,__ ___ (% ~ @/ lrll -+---_.,_~E-_-7 7-_.:..:E=--.:..:7._1 _ _J---;:E_-:;7:-;;_2:--7

I ~...__,__-+-----+------l

I \\

W-9 \ Q

W-10 \

W-11 \ t-

W-12 \

APRO~SLAB

p 0 N M L K J H G F E D C B

I I

W-13

1-1---~4-I-'.\

\ I

I\ ;-@J ~811) ~ @~ ~ ;® / /

I I I

A ; , '\ I I

'(BQD,-::-,0--..1

I I I

E-8 -

I - ~ ,'I-+-----'~

I '-@ / / E-9 _

-{ R06)

E-10

E-11

E-12

I I

E-13

~ \~_w_-1_4 __ _,_l_c_o_-1_5__,l_c_o_-1_4_..__l_c_o--1-!.3--===-c_o_-1_2__,'--c_o_-_11_..___c_o_-1_0____._l __ co_-_9--''---c-o-_8_.,__l_c_o_-7_...,_l __ co_-6 _ _,__c_o_-s _ _,___c_o_-4 _ _,_l_,,_\_co=-=3=--..__l_c_o_-2 _ _,_l_c_o_-_1 __,I ___ E_-_14----'-'l/

'-@ '-@D S14

CUTOFF WALL

1 -----------------0 SPILLWAY REPAIR PLAN

SCALE: 1 "=30'

US Army Corps of Engineers® ti:

w Ill :a, z w _J u::

z ti:

a':

u Cf) w

··O Wo :a, ~ <t. ch .. z i.n >- w .,:

► ID _J <(

Ill • · Ill O (!) U:: 0 Cl et::~ 0:: □ ~ w ~1-- W.,: .,:W >-z Z::.:::Z~~~!::z 0 \2(/);§:(/)UCl):a,W ·· (/) .,: <t. .,: W O Ill o ~ C/l W .0:: .I J __ z ozozu--;cn(f)UJc( z j::S~ o "" Ill <!. .,:

□ m Io:'.

f- Ill 0 _J Cf) Cf)

-z :a, 0 0 a.

w .,:

0 s:

_J _J a:

Cf) z ::s a..

c::

....I a..

If)

SHEET ID

S-100

1-z w w Cl) -b::

EXISTING

REINF.

EXISTING

REINF.

1"SAWCUT

D PTH

"Ml .

4 5

PERIMETER

SAW CUT

EXISTING

REINF.

•. WALL FACE

_;•.~PERIMETER SAW CUT

1:1 ORSTEEPER

SIDE SLOPE, TYP.

CONCRETE

REMOVAL LIMITS

CONCRETE

REMOVAL LIMITS

SPALL REPAIR NOTES:

1. SEE PHOTOS FOR APPROXIMATE SAW CUT LINE LOCATIONS. SEE DETAIL "TYPICAL SPALL REPAIR SAW CUT LINES" FOR LOCATING

SAW CUT LINE AROUND JOINTS. CONTRACTOR SHALL PERFORM SOUNDING AND MARK AREAS OF EXTENTS FOR REMOVAL TO BE APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO CONCRETE REMOVAL. SAW CUT LINES SHALL BE LOCATED

ALONG MARKED AREAS OF EXTENTS.

2. CONCRETE REMOVAL SHALL INCLUDE ALL DELAMINATED, SPALLED, DISINTEGRATED, AND OTHERWISE UNSOUND CONCRETE.

CONCRETE REMOVAL SHALL EXTEND A MINIMUM OF 2 INCHES BELOW EXISTING REINFORCEMENT (TOP FACE REINFORCEMENT IN

SLABS AND OUTER FACE REINFORCEMENT IN WALLS).

3. EXISTING REINFORCEMENT SHALL NOT BE CUT OR DAMAGED IN ANYWAY DURING CONCRETE REMOVAL.

4. ALL EXISTING JOINTS ALONG THE WEIR, END SILL, APRON SIDE BLOCKS, CUTOFF WALL, AND BASIN END WALLS HAVE WATERSTOPS

THROUGH THEM. EXISTING WATERSTOPS SHALL REMAIN CONTINUOUS. TAIKE GREAT CARE NOT TO DAMAGE THE WATERSTOPS.

REUSE THE EXISTING WATERSTOP UNLESS NOTED OTHERWISE. WHEN THE WATERSTOPS ARE DAMAGED OR RE-USE IS NOT PRACTICAL, EXPAND THE CONCRETE REMOVAL AREA AS REQUIRED TO REPLACE THE DAMAGED EXISTING SECTION OF WATERSTOP WITH NEW WATERSTOP. DEPTH OF NEW CONCRETE BENEATH REPLACED WATERSTOP SHALL BE A MINIMUM OF 2 INCHES. SPLICE NEW TO EXISTING WATERSTOP AS RECOMMENDED BY THE WATERSTOP SUPPLIER AND APPROVED BY THE GOVERNMENT. SUBMIT WATERSTOP SPLICE AND REPAIR DETAILS FOR APPROVAL IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN

RECOMMENDATIONS.

5. PRIOR TO CONCRETE PLACEMENT, CLEAN EXPOSED CONCRETE SURFACES WITH A 7,000 PSI MINIMUM WATER BLAST TO ACHIEVE A SOUND, CLEAN, AND OPEN PORE SURFACE. REINFORCEMENT SHALL BE CLEANED BY ABRASIVE BLASTING OR WATER BLASTING.

APPLY ANTI-CORROSION AGENT TO REINFORCEMENT. APPLY BONDING AGENT TO EXISTING CONCRETE SURFACE WITH THE

EXCEPTION OF EXPANSION AND CONSTRUCTION JOINT SURFACES.

6. SPALL REPAIRS ON VERTICAL SURFACES SHALL HAVE FORMS THAT SHALL BE MORTAR-TIGHT AND BRACED TO WITHSTAND CONCRETE PRESSURES. PROVIDE VENTS AS REQUIRED TO RELEASE AIR WITHIN FORMS AS CONCRETE IS PLACED. FORM WORK SHALL REMAIN IN PLACE A MINIMUM OF 72 HOURS. SEE SPECS, SECTION 03 30 00. WALL REPAIRS SHALL HAVE PATCHES MATCH

SURROUNDING SURFACE.

7. SEE SECTION 03 01 00 REHABILITATION OF CONCRETE FORAIDDITIONAL REQUIREMENTS.

8. SEE DETAIL 4/S-500 FOR REBAR REPLACEMENT. REPLACE REINFORCEMENT WHERE EXISTING REINFORCEMENT IS DAMAGED

DURING CONCRETE REMOVAL OR REINFORCEMENT WITH SECTION LOSS GREATER THAN 20%, SEE SPEC SECTION 03 01 00, PART 3.2.2.1, A COORDINATE REINFORCEMENT REPLACEMENT WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

0 TYPICAL SPALL REPAIR DETAIL 1 -N.T-.S_-----------------

TOP OF SLAB LAP SPLICE

AS REQUIRED (SEE NOTE 2)

NEW BAR SIZE

SHALL MATCH

EXISTING

NEWREINF.

CONCRETE

REMOVAL LIMITS

NOTES:

1. LAP SPLICE LENGTH SHALL BE AS FOLLOWS:

#3-1'-2" #4-1·-s· #5-1'11" tffl-2'-3· #7 - 3'-3" #8 - 3•.9• #9 - 4'-3" #10 - 4•.9•

2. CONCRETE REMOVAL EXTENTS SHALL BEAS REQUIRED TO

EXPOSE ENOUGH SOUND REBAR TO SPLICE WITH NEW BAR

EXISTING REINF.

MECHANICAL

SPLICE OPTIONAL

IN LIEU OF LAP

SPLICE

REINFORCEMENT REPLACEMENT DETAIL

N.T.S.

9 10

DOWNSTREAM

APRON SIDE BLOCK

4" CLEAR COVER

PER AS-BUILT

SEE S-903 . .. ":. t

PROVIDE FILLER .. • • MATERIAL FOR THE • . •

R04JOINT • •• •

.. .. ,d., NOTES:

12 13

REMOVE CONCRETE AT

CORNER TO THIS LINE

---FLOW

EXISTING UPSTREAM

APRON SIDE BLOCK

•• ,d "

• -., " ,,; • .. ,. .. • ., ,. ,i

EXISTING REINF.

TO REMAIN

1. SEE S-905 FOR EXISTING REINFORCEMENT DETAILS.

2. SUBMIT OFFSET REMOVAL PLAN TO PROVIDE ACCURATE CONCRETE

REMOVAL SURFACE.

3. FOR REBAR COVERAT APRON SIDE BLOCKS SEE S-903.

EXPANSION

JOINT

NOTES:

SPALL OR

DAMAGED

CONCRETE

CONSTRUCTION

JOINT@ CHANGE

IN REPAIR DIM.

CONSTRUCTION

JOINT

SEE NOTE3

SPALL OR

DAMAGED

CONCRETE

USE FORM AT EDGE

ON EACH SIDE

1. ALL PATCH REPAIRS SHALL BE RECTANGULAR IN SHAPE. SAW CUT LINES SHALL RUN EITHER PERPENDICULAR OR PARALLEL TO THE SPILLWAY STRUCTURE. SAW CUT LINES FOR PATCHES AWAY FROM JOINTS SHALL BE SIMILAR

AND RECTANGULAR.

2. SEE DETAIL "TYPICAL SPALL REPAIR DETAIL" FOR ADDITIONAL REQUIREMENTS FOR LOCATING SAW CUTS.

3. CONSTRUCTION JOINTS IN THE APRON SLAB MAY BE A SINGLE CONCRETE PLACEMENT WITH A TOOLED JOINT.

CONCRETE AT THE EXPANSION JOINTS SHALL BE CAST SEPARATELY WITH DISCONTINUOUS REINFORCEMENT.

4. REMOVAL AREAS SHALL BE RECTANGULAR AND OF UNIFORM DEPTH. RE-ENTRANT CORNERS OR L-SHAPED REPAIRS WILL NOT BE PERMITTED. REMOVAL OF SOUND CONCRETE WILL BE NECESSARY TO ACHIEVE ACCEPTABLE GEOMETRY

FOR NEW CONCRETE PLACEMENT.

OFFSET REPAIR AT SIDE BLOCK WALL R03, R04, ROS, AND R06

01---'-J.Y"'"'T.S,.;.._P.;..;I C;;.;;.A.,;;;;L;;..;S;;..;P..;.'A=L=L..;.R=E=P.;_'A=I R.,;;,..;;;,SA;_;;W,;,,,,;,_,;C:;,.;U:;,.;T'-=L l.;_N=E=S __ N.T.S.

EXISTING BASIN

END WALL

R01 REPAIRAREA,

R02 IS SIMILAR EXISTING -J

APRON SLAB

REPAIR SURFACE AND PLACE

CONCRETE UP TO BE FLUSH

WITH AIDJACENT EXISTING

APRON SIDE BLOCK

{J' ~

EXISTING APRON

SIDE BLOCK

SEE DETAILS 3 & 4/S-501

FOR JOINT REPAIR PHOTOGRAPH# 39 OFFSET REPAIR

EXISTING BASIN

END WALL

R01 REPAIR AREA

R02 IS SIMILAR

EXISTING APRON

SIDE BLOCK

EXISTING APRON SLAB

0i---,,,~,,;;;T~;;..;A;;;;.B..;.R=E=P.;_'A=IR..;.A;..;;:r,;,_,;,,,,;R;,;;.0.,;_1 ;..;;A;;..;;N;;;;.D..,;.R.;.;;0=2..,;.P..,;;LA;;_;;_;N;...._ _____ _

INTERNAL TEMP OF

EXISTING SLAB ("F)

EJ WIDTH (IN.)

3-1/4 3-1/4 3-0 3-0 2-3/4 2-5/8 2-5/8 2-3/8 2-3/8 2-0 2-0

NOTE:

EXPANSION JOINT WIDTH FOR INITIAL CONCRETE PLACEMENT SHALL BE

AS SPECIFIED IN THE TABLE. CONTRACTOR SHALL MEASURE INTERNAL

TEMPERATURE BY CORING 12" INTO THE EXISTING SLAB, FILLING THE

HOLE WITH WATER, WAITING FOR TEMPERATURE TO EQUALIZE, AND

MEASURING THE TEMPERATURE WITH A LONG-STEMMED (AT LEAST 10"

LONG) THERMOMETER. MEASURE TEMPERATURE NEXT TO FIRST

CONCRETE PLACEMENT. SUBSEQUENT CONCRETE PLACEMENTS

SHALL MATCH THE ADJACENT JOINT WIDTH AS IT CHANGES, 50 THE

EXPANSION JOINT WIDTH 15 CONSISTENT ALONG ITS ENTIRE LENGTH.

0....,;;;E;;.,;X;;..;PA=N:..:.S;;;.;l=O.;.,;N;..;;J;.;;;O;.;.;I N.,;.T;...W,;,,,,;,.;,,;I D:;..;T:..:.H.:..,_ __

4 •

• ,t'

EXISTING REINF.

TO REMAIN

REPAIR MAY BE EXTENDED

UP TO REACH REPAIR LIMITS

IF REQUIRED BY REMOVAL

METHODS

SAW CUT 2" DEEP

@THE WALL

EXISTING ~

CONCRETE ;"

SURFACE N

z • :ii • • "' • ••

APPLY BONDING

AGENT

EXISTING CONCRETE

USE CHIPPING HAMMER OR

OTHER APPROVED REMOVAL

METHOD TO REACH SOUND

CONCRETE

WHERE REPAIRED SURFACE TO TOP OF

EXISTING BAR, "d" EXCEEDS 6", ADD NEW# 4

BARS@ 8" O.C.E.W. EMBEDDED INTO EXISTING

CONCRETE 4" MIN. WITH EPOXY INSTALLED IN

ACCORDANCE WITH THE EPOXY

MANUFACTURER'S WRITTEN INSTRUCTIONS

REPAIR SURFACE FLUSH

WITH ADJACENT APRON

SIDE BLOCK SURFACE

:ii

EXISTING APRON

SIDE BLOCK

CONCRETE

0,......,,.~:--:Tlf',... __ B_R_E_P_'A_IR_A_:f_R_01_A_N_D_R_0_2=D=E;;..;1,;_A=IL;.__ _____ _

US Army Corps of Engineers•

SHEET ID

S-500

1-z w w Cl) w

2 3

-----FLOW

PLACE NEW EXPANSION

JOINT MATERIAL

TO ACCOMMODATE

WIDTH BETWEEN 2"- 3 1/4".

INSTALL IN STRICT

CONFORMANCE WITH

THE MANUFACTURER'S

WRITTEN INSTRUCTIONS

EXISTING SPILLWAY

CUT-OFF WALL

f...

EXISTING# 9@ 12" E.W.

TO REMAIN

EXISTING 12" COPPER

WATERSTOP TO REMAIN

EXISTING# 9@ 12" E.W.

TO REMAIN

NOTES:

1'-0"

1 1/2" AS-BUILT

DIMENSION

SAW CUT DEPTH AS NEEDED FOR NEW

JOINT MATERIAL. VERTICAL SURFACE

SHALL FORM 90°ANGLE WITH TOP OF SLAB.

REPLACE ANY JOINT

FILLER REMOVED

EXISTING SPILLWAY SLAB

EXISTING# 5@ 12"

EXISTING# 9 @ 12"

EACH WAY CONT.

SLAB REINF. TO REMAIN

2 1/2" CL.

EXISTING# 11 ANCHOR

TO REMAIN.

EXISTING# 4@ 6" U BARS

TO REMAIN

1. SEE SHEET S-908 FOR EXISTING REINFORCEMENT DETAILS.

1 EXPANSION JOINT REPAIR AT CUT OFF WALL J06

N.T.S.

PLACE NEW EXPANSION

JOINT TO ACCOMMODATE

WIDTH BETWEEN 2"- 3 1/4".

INSTALL IN STRICT

CONFORMANCE WITH

THE MANUFACTURER'S

WRITTEN INSTRUCTIONS

EXISTING BASIN

END WALL

f...

EXISTING 12" COPPER

WATERSTOP

NOTES:

AS-BUILT

DIMENSION\

1 / "

SAW CUT DEPTH AS NEEDED FOR NEW

JOINT MATERIAL. VERTICAL SURFACE

SHALL FORM 90°ANGLE WITH TOP OF SLAB.

REPLACE ANY JOINT

FILLER REMOVED

SPILLWAY SLAB

EXISTING# 5@ 12"

TO REMAIN

Ill

::i en C-9

EXISTING# 9@ 12" EACH WAY

CONT. SLAB REINF. TO REMAIN

EXISTING# 4@ 6" U BARS

TO REMAIN

EXISTING# 11 ANCHOR

TO REMAIN.

2 1/2" CL.

2'-0" 2'-1"

1. SEE S-904 DRAWING FOR EXISTING REINFORCEMENT DETAILS.

EXPANSION JOINT REPAIR AT SIDE WALL J02, J03

N.T.S.

8 9 10

FLOW-----

PROVIDE MINIMUM 1 1/2" COVER

OVER REINFORCEMENT. LI-BARS

MAY NEED TO BE BENT DOWNWARD

IN ORDER TO PROVIDE COVER.

SLAB CONCRETE SURFACE

1 /2" LOWER THAN THE

EXISTING END SILL

NEW PVC WATERSTOP,

SLOT WATERSTOP

AROUND REINF.

MIN.18"

2"SAWCUT

EXISTING SPILLWAY

APRON SLAB

EXISTING # 5 @ 12"

TO REMAIN

CUT EXISTING

COPPER WATERSTOP

AT END SILL FACE

2' - O"

EXISTING# 9@ 12" EACH WAY

CONT. SLAB REINF. TO REMAIN

EXISTING # 4 @ 6" U BARS

TO REMAIN

EXISTING# 11 ANCHOR

REMOVE CONCRETE

WITHOUT DAMAGING

REBARS

TO REMAIN.

2 1/2" CL.

1'-0"

NOTES:

1. SEE S-907 FOR EXISTING REINFORCEMENT DETAILS.

PROTECT EXISTING

LEDGE

2. THE NEW PVC WATERSTOP SHALL BE CAPABLE OF WITHSTANDING TO 1 INCH OF LONGITUDINAL MOVEMENT PARALLEL TO THE END SILL. SEE SPECS, 03 30 00 FOR WATERSTOPS REQUIREMENTS.

3. NEW WATERSTOP SHALL BE SPLICED TO EXISTING COPPER WATERSTOPSAS RECOMMENDED BY THE

WATERSTOP SUPPLIER AND APPROVED BY THE GOVERNMENT.

0 WATERSTOP REPAIR AT END SILL J04

2------

N.T.S.

CUT EXISTING

COPPER WATERSTOP

AT END SILL FACE

SEE TABLE

ON - 00

NEW PVC WATERSTOP,

SLOT WATERSTOP

AROUND REINF.

EXISTING APRON

SIDE BLOCKS

2"SAWCUT

MIN.18" EXISTING# 5@ 12"

TO REMAIN

. . EXISTING# 9@ 12" EACH WAY

CONT. SLAB REINF. TO REMAIN

EXISTING# 11 ANCHOR

TO REMAIN.

EXISTING REINF.

TO REMAIN

EXISTING# 4 @ 6" U BARS

TO REMAIN

2'-0"

NOTES:

1. SEE S-904, S-905 FOR EXISTING REINFORCEMENT DETAILS.

REMOVE CONCRETE

WITHOUT DAMAGING

REBAR$

PROTECT EXISTING

LEDGE

2. THE NEW PVC WATERSTOP SHALL BE CAPABLE OF WITHSTANDING TO

1 INCH OF LONGITUDINAL MOVEMENT PARALLEL TO THE END SILL.

SEE SPECS, 03 30 00 FOR WATERSTOPS REQUIREMENTS.

3. NEW WATERSTOP SHALL BE SPLICED TO EXISTING COPPER

WATERSTOPS AS RECOMMENDED BY THE WATERSTOP SUPPLIER AND

APPROVED BY THE GOVERNMENT.

WATERSTOP REPAIR AT APRON SIDE BLOCKS J01, J05

N.T.S.

14 15 16 17

SEE TABLE

ON S-500

18 19 20

NEW EXPANSION JOINT

TO ACCOMMODATE

WIDTH BETWEEN 2"-3 1/4".

INSTALL IN STRICT

CONFORMANCE WITH

EXPANSION JOINT 1/4"

BELOW TOP OF END SILL

CONCRETE SURFACE

THE MANUFACTURER'S

WRITTEN INSTRUCTIONS

NEW PVC WATERSTOP.

SLOT WATERSTOP

SLAB CONCRETE SURFACE

1/2" LOWER THAN THE

EXISTING END SILL

AROUND REINF.

TO ACCOMMODATE JOINT

WIDTH BETWEEN 2"-3 1/4" 1 :12 SLOPE

.• ' 4, ., EXISTING

END SILL

CUT EXISTING

COPPER WATERSTOP

AT FACE OF THE WALL

',,i '

' ,,q'

;p s f.

NEW JOINT

FILLER

NOTES:

1. SEE S-907 FOR EXISTING REINFORCEMENT DETAILS.

2. DISTANCE FROM TOP OF SLAB TO TOP OF NEW EXPANSION JOINT

MATERIAL SHALL BE AS REQUIRED BY JOINT MATERIAL MANUFACTURER.

3. THE NEW PVC WATERSTOP SHALL BE CAPABLE OF WITHSTANDING TO

1 INCH OF LONGITUDINAL MOVEMENT PARALLEL TO THE END SILL. SEE

SPECS, 03 30 00 FOR WATERSTOPS REQUIREMENTS.

4. NEW WATERSTOP SHALL BE SPLICED TO EXISTING COPPER

WATERSTOPS AS RECOMMENDED BY THE WATERSTOP SUPPLIER AND

APPROVED BY THE GOVERNMENT.

, A •4:

EXISTING SPILLWAY

ABRON SLAB

EXISTING REINF.

STAINLESS STEEL BATTEN

BARS AND CONCRETE

SCRWES

EXPANSION JOINT WITH WATERSTOP DETAIL

N.T.S.

NEW EXPANSION JOINT

TO ACCOMMODATE

WIDTH BETWEEN 2"-3 1/4".

INSTALL IN STRICT

CONFORMANCE WITH

THE MANUFACTURER'S

WRITTEN INSTRUCTIONS

SEE TABLE

ON S-500

EXPANSION JOINT

1/4" BELOW TOP

OF CONCRETE

1--"--"-' ..... -"r,,'-"--'

NOTIFY THE COR IF NEW EXPANSION

JOINT MATERIAL WILL LIKELY IMPACT

EXISTING REINFORCEMENT. SEE S-906

FOR REINFORCEMENT COVER. WHERE

EXISTING COVER WILL BE REDUCED TO

LESS THAN 1", PERFORM GPR OR

OTHER APPROVED METHOD TO

ACCURATELY DETERMINE EXISTING

REINFORCEMENT LOCATION.

EXISTING SPILLWAY

ABRON SLAB

EXISTING REINF.

EXISTING SPILLWAY

CUT-OFF WALL/

BASIN END WALL " • • •

. : • • " 4 ., 4

EXISTING COPPER

WATERSTOP

<I '

4 .• A.'ot, EXISTING JOINT

FILLER

NOTES:

1. SEE S-907 FOR EXISTING REINFORCEMENT DETAILS.

2. DISTANCE FROM TOP OF SLAB TO TOP OF NEW EXPANSION JOINT

MATERIAL SHALL BE AS REQUIRED BY JOINT MATERIAL MANUFACTURER.

0 EXPANSION JOINT DETAIL s------N.T.S.

US Army Corps of Engineers® ti:

w Ill :a, z w _J u::

z ti:

a':

en w C, WO

:a, "' <t. ch .. z i.n >- w <!.

► ID _J <(

Ill • · Ill Cl (!) U:: 0 Cl et::~ 0:: □ ~ w ~1-- W < <w >-z Z::.:::Z~~~!::z 0 \2 en ;§: en o en ;;, w • • -en<<t.<Wolllo~en W .0:: .I J __ z ozozu--;cn(f)UJc(

SHEET ID

S-501

1-z w w Cl) -b::

1 2

3 4

PROVIDE JOINT

TO AVOID ABRUPT

CHANGES IN

GEOMETRY

PHOTOGRAPH #1

REPAIR S01

/ JOINT REPAIR

PATCH BOUNDARY

PHOTOGRAPH #4

REPAIR S02

6 7 8 9

PATCH BOUNDARY

JOINT REPAIR~

10 11 12

PATCH BOUNDARY

/JOINT REPAIR

PHOTOGRAPH #2

REPAIR S01

PHOTOGRAPH #5

REPAIR S02 AND J01

PATCH BOUNDARY

13 14 15

JOINT REPAIR~

16 17 18

PATCH BOUNDARY

PHOTOGRAPH #3

REPAIR S01

PATCH BOUNDARY

PHOTOGRAPH #6

REPAIR S02 AND J01

/ JOINT REPAIR

ffl US Anny Corps of Engineerse

II)

:c i (!) s :c a.

SHEET ID

S-800 w

< C z ii: ;

1-z w w h:

---L------------------------------------------------------------------------1-===:::::::.J<(

JOINT REPAIR

SPALL WITHIN

JOINT REPAIR

LIMITS

JOINT REPAIR

APPROXIMATE

JOINT REPAIR

EXTENTS

PHOTOGRAPH #7

REPAIR S03

JOINT REPAIR_/

PATCH BOUNDARY

PHOTOGRAPH #10

REPAIR S05

®4lU~@U~I

7 8

9 10 11

JOINT REPAIR~

SPALL WITHIN

JOINT REPAIR •/

LIMITS ~ /

PHOTOGRAPH #8

REPAIR S04

T JOINT REPAIR

PATCH BOUNDARY

PHOTOGRAPH #11

REPAIR S05

APPROXIMATE

JOINT REPAIR

EXTENTS

13 14 15

16 17 18

PHOTOGRAPH #9

REPAIR S05

/JOINT REPAIR

PATCH BOUNDARY

PHOTOGRAPH #12

REPAIR S06

19 20

~ JOINT REPAIR

ffl US Anny Corps of Engineerse

SHEET ID

S-801 w

< C z ii: ;

1-z w w h:

3 4 5

PATCH BOUNDARY

PHOTOGRAPH #13

REPAIR S07

PATCH BOUNDARY

JOINT REPAIR_/

PHOTOGRAPH #16

REPAIR S10

6 7 8

JOINT REPAIR

9 10 11 12

PATCH BOUNDARY

~ JOINT REPAIR

PHOTOGRAPH #14

REPAIR S08

PATCH BOUNDARY

PHOTOGRAPH #17

REPAIR S10

13 14 15 16 17 18

PATCH BOUNDARY

\_ JOINT REPAIR

PHOTOGRAPH #15

REPAIR S09

COORDINATE PATCH

BOUNDARY WITH THE COR

"'-CLEAN SURFACE AND

DETERMINE REPAIR r JOINT REPAIR

EXTENT WITH THE COR ~

\_ PATCH BOUNDARY

PHOTOGRAPH #18

REPAIR S11 AND S12

ffl US Anny Corps of Engineerse z

.!~ 00

~ o- ~ ::i~ ~

C ffi II) :,: °' :c §~ 0..

~ """ li5 (!)

c"' s w !le :1i i1i :c 0 ,:: 0..

ii:

SHEET ID

S-802 w

< C z ii: ;

1-z w w (/) -h:

3 4 5 6

COORDINATE PATCH

BOUNDARY WITH COR

PATCH BOUNDARY

/ JOINT REPAIR

CLEAN SURFACE AND

DETERMINE REPAIR

EXTENTS WITH COR

PHOTOGRAPH #19

REPAIR S12

PATCH BOUNDARY

PHOTOGRAPH #22

REPAIR S13

7 8 9 10 11 12 13

COORDINATE PATCH / JOINT REPAIR

BOUNDARY WITH COR

PATCH BOUNDARY

~ CLEAN SURFACE AND

DETERMINE REPAIR

EXTENTS WITH COR

PHOTOGRAPH #20

REPAIR S12

PATCH BOUNDARY

'.-, ." .• i __ .,.

PHOTOGRAPH #23

REPAIR S14

PATCH BOUNDARY

14 15 16 17 18

PATCH BOUNDARY

PHOTOGRAPH #21

REPAIR S13

OFFSET REPAIR

PHOTOGRAPH #24

REPAIR S15

PATCH BOUNDARY

ffl US Anny Corps of Engineerse z

.!~ o- ::i~ C ffi """ li5 c"' w !le :1i i1i 0 ,::

J ii:

ffi z w J u:

d, II)

:c 0..

(!) s :c 0..

SHEET ID

S-803 w

< C z ii: ;

1-z w w (/) -h:

3 4 5

/ JOINT REPAIR

PATCH BOUNDARY

PHOTOGRAPH #25

REPAIR J01 AND S02

/ JOINT REPAIR

PHOTOGRAPH #28

REPAIR J03

6 7 8 9

I!@

""" I?@

®t1lU~@um I?@ I?@

10 11

~ JOINT REPAIR

PHOTOGRAPH #26

REPAIR J02

PHOTOGRAPH #29

REPAIR J03

12 13 14 15

I!@

= I?@ I?@ I?@

16 17 18

JOINT REPAIR/

PHOTOGRAPH #27

REPAIR J02

/ JOINT REPAIR

PHOTOGRAPH #30

REPAIR J03

19 20 ffl US Anny Corps of Engineerse z

.!~ 0

M o- J, ::i~ N C ffi II) :,: °' :c

§~ 0..

~ """ li5 (!)

c"' s w !le :1i i1i :c 0 ,:: 0..

ii:

SHEET ID

S-804 w

< C z ii: ;

1-z w w h:

3 4 5

/ JOINT REPAIR

PHOTOGRAPH #31

REPAIR J03

~ JOINT REPAIR

PHOTOGRAPH #34

REPAIR J04

6 7 8 9 10 11 12

~ JOINT REPAIR

PHOTOGRAPH #32

REPAIR J04

/ JOINT REPAIR

REPLACE WATERSTOP

PHOTOGRAPH #35

REPAIR J04

13 14 15

PATCH BOUNDAIRY

JOINT REPAIR ~ I

17 18

PHOTOGRAPH #33

REPAIR J04

r OFFSET REPAIR

/ JOINT REPAIR

PHOTOGRAPH #36

REPAIR J05

19 20 ffl US Anny Corps of Engineerse

"' II)

:c i (!) s :c a.

SHEET ID

S-805 w

< C z ii: ;

1-z w w h:

JOINT REPAIR~

3 4 5

PHOTOGRAPH #37

REPAIR J06

PHOJ"OGRAPH #40

REPAIR R01

6 7 8 9

OFFSET REPAIR\

10 11

PHOTOGRAPH #38

REPAIR J06

""- REPAIR SLAB~

\ JOINT REPAIR

PHOTOGRAPH #41

REPAIR R02

12 13

-..._____ JOINT REPAIR

14 15 16 17

"'-REPAIR SLAB ~

J .,..;,,:

JOINT REPAIR

OFFSET REPAIR

PHOTOGRAPH #39

REPAIR R01

OFFSET REPAIR\

""-REPAIR SLAB~

PHOTOGRAPH #42

REPAIR R02

~ 4 ffl US Anny Corps of Engineerse

SHEET ID

S-806 w

< C z ii: ;

1-z w w h:

3 4 5

OFFSET REPAIR

PHOTOGRAPH #43

REPAIR R03

OFFSET REPAIR

PHOTOGRAPH #46

REPAIR ROS

6 7 8 9

OFFSET REPAIR

10 11

OFFSET REPAIR

PHOTOGRAPH #44

REPAIR R04

I , PHOTOGRAPH #47

REPAIR R06

12 13 14 15

DO NOT DAMAGE SURVEY PIN

DURING REPAIR. REPAIR MAY NEED

TO BE ADJUSTED SO SURVEY PIN

MAY REMAIN IN PLACE

17 18

OFFSET REPAIR

PHOTOGRAPH #45

REPAIR R04

19 20 m US Army Corps of Engineerse gl w w

C,1- WN

Z O >- o w - c( LI.. 0:: ...I a:, 01- Q CD

CIJ~t::~

8:~~i O<co< u::::ii: .... ~

;o~o oi z Q !;i:

o" "" ' ;!:~ "' "" cilj en :c "' ::c §~ 0.

~ """ 'Z (!) "'o ~ 1!i "' w !l: 0 1i ~ ::c 0 ;:: 0.

ii:

(I)

SHEET ID

S-807

1-z

Cl) -

--L--------------------------------------------------------------------1.===~<C

1 I

2 I

[' ,'(,,45

T T

R 4 1 ' 1

T r ..

3 I 4 I s I

Piece rr;:rop JCn 1 r, 1 c.,..,,-8)(/ - ,, -·

T V i on ;:, E l'

[/ I f

I e ., 'f

"IJ k5,.. '·-. ~-

I I fe r

,f /. r.

[, I

◄ I

- T _..

'f T 1

/'4 l

' ,J

T r.

4-T

✓t:

r~ f"lf i ..., e!

I c i ){ l

7 11 j I

I , f

I 7 I 8 I 9

• C '

T ' ,.

I (1 I 1

TT T i 1

• I T f

• I

\ r \ r

'f J \-1' )'.'

Q_' I

,i,-

I •

7. j A_

"-, r T'F r

I, t-j.

- 4 T --r -,{ •

I '

/c,r?r.

r 1 1.1" I ~ .

( r.

; I 1, , , 'O,.

J 'ii I

' I I i, I ., '

C , ,tl.0 !, C, I -

I I

I ,, j ~) i fl I I ,,. ) lr,,1. /

PLAN

' o, ._, '1)

---~ i ' ' ' /4.

I 10 f f r

", I

J, '/ .I

'I n r

I I on--:

I 12 f f f

F/ /G4 } T 'f l b n y 'f

I 13

SCALE

eo' ·, I 15

1 INCH• 60 F'EET

o eo'

I 16

THIS PLAN ACCOMPANIES CDN"tRACT NO.

OA-25~066-enO, 62-69 .-,QOlF 1CATION ND.

I j

' I

H f

I· i_:

end hr1•l:

t t l r e

I 19 I 20

1 ('•it1011c :,r' • 1

• , I ' h ('

11 ,1re rn, 11 en J e ft t et: t •t l t.

i ordl 1 o: () 1S r ·1, In~ rs ( p I l l=()R IN;:-t .~I\A~TiON ONI V

THIS DRAWING SHE TIS PROVIDED FOR INFORMATION

ONLY. THE CONTRA ~TOR SHALL FIELD\ ::RIFY ALL

EXISTING CONDITIO SAND DIMENSIONS

• _ -·-t-'-RE=.V.clccSEO TO SHOV "AS.BUILT" CONDITIOI'\ ', ----j--~~1/~,c~-. i'j:-/',-.~ . -c....=.=+ ---- ---~ "'"h '~--'+--., 1_r ___ ' __ - -- _._I_. i, •. ~ ..... !.._ ___ , (U.-,?

~ --+-'-''---'--- - ------- -jf-----+-

I DATI!

E R.J.

J.L.W.

U. S. AR "1Y ENGINEER DISTRlc!:T, OMA,HA

CORPS OF E"IGINEER •

OMAHA. NEBRASKA

MISSOU~t-l RIVER

OAHE R ERVOIR

SPILLWAY TRUCTURE

PLAN AN j PROFILE

US Army Corps of Engineers•

Iii w m z ii:

SHEET ID

S-900

1-z w w en -w

2 3 4 5 6

CORPS CF" ENGINEERS

West Non - ov~rl/ow Ab utment

7 8 9

10 11 12

Eas t Abv fmen t

I Eas t I

3 M ono /l fhs i> 2 5 '- 0 "• 75'- 0 "

(, N ...

t " .,, ,I-

14 15 16 17 18 19 20

U.S. ARMY

N on - overfl ow Abutment I

6 Mono li ths @ 30' -0 " • /80 '-0 " ...

N N "' N N ~ N

" ½ "' .,, ;;: V) ~ ~ 'It "' ._

W-1, 9 w - ,.8 W- 1.7 W-1,6 W-1,5 W- 1,4 W-1 ,3 W-1,2 w -1, 1 __ ~_Roadwal/ _Sfa. 26~00

'i> ' .o

' f ,. ,c, j.• .,, ~ "l "'

£nd Wa ll ' J .,1/·-,r w-1.2

Sta. 27 "86.25

•' .. -ti ~

~ ' :\] () u

"' ' -!? Ii, < ' " ' • e ~ i

.., ._ ' "' "' "' 0 e i ~ 'O

'-c

:;: .,, .300'- o·

£/. /660

Crown of Roadway w-1., W- 1

W-2 so·- o·

W-3

W-4 , 9'..o"

R Q

W-5

'Es-1e Es-11 W-6 26'·0"

W-8

W-9 w-10

W-11

W-12

W-13 p 0

ES-I6 1£S- 15

ii!

j - --

16 Slab Lanes 41 zs'- o"- 40 '-0"

N M L K J H G F E D C i-----·~

W-14 co-Is Ico-I4f co-I3 co-I2Ico-I I Ico-ro Ico-9I co -e I co-1-Tco-s l co-!:> 1 co-4I co-3 I co-2 1 co

/:'or Curve Dato _j1 i-.--------l-'5'-'C"u"'f'-·-'o'-'f-'f-'-W'-'a'-'l-'-l-'M=occne<o!-'l ,.,_f'-'h"-s_@,,__.2"'5'-'·_0,:_" ..:•_3"-'-7"-5_' ·_;co_• ________ ~~ Se, dw9 f,ft:\i.-t'

1}:f/)\}f JtJI :: 1/

PLAN

NO SCALE

456'10.

I I

Jil j "'l 111, £/. 1596.S ' ., I I I I I

I I

SECTI ONA L ELEVATION A- A

NO SCALE

ro, ol' A ron Slab

I I I

I ' ' I

E I E- L I E-1.2 E-f.3 E-I.4 E-I,!:> E - 1,6 E-1 .7 E-1.8 E-1.9

[-2

E-3

' 8' o· [-4

E-5

E- 8

E-9

E-10

E-11

P.C. Sta. ZB, 89.·02

E- t3 Pier(.

S t a. 29 ~46.25 £1/623.0

F/oal,m; cro/'/ anchors

Cresl £/. /596.5 t ' • s

£/. 1577.0

103 ,_ if •

<i El. /638.5 ro 10 of Wa ll

'I, -~ I

,f~•i)

GENERAL NOTES:

I Forwo//prof'1/e seedwg.51£2.·

FOR INFORMATION ONLY

fHIS OP;AWING ~5, BEEN REDUC£0 TO

ONE HALF THE ORIC.INAL SCALE

6'·0" 6 1-0"

' 11

£1./66'0,0

Hoisl

I ' flJ62aO q: Trunnion E//6?:J.J

Sloplog slot El 1596,5

-------+------------1

SCALE:¼ INCH•l FOOT

1TO 5· 10" 1.5;

1,1,,,, I,,,, 1 , , , , I

DATI: MADI:

"l:Vl ■IDN ■

U. B. ARMY ENGINEER DISTRICT. OMAHA

CORPS OF" ENGINEERS

DHIGNlD ■T: C. [ . ,1

DRAWN IY: A. N. ,1

TIIACl:D IY: A. N. J.

Ckttr:H IY: E.IU.

OMAHA, NEBRASKA

MISSOURI RIVER

OAHE RESERVOIR

SPILLWAY STRUCTURE

STRUCTURAL ARRANGEMENT

PLAN AND ELEVATIONS .. ,.,

APIIIL IHI

THIS DRAWING SHEET IS PROVIDED FOR INFORMATION ... -----------------•~· ■IW.IAl ■tfOWM

NAWINI__.

ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL ~

EXISTING CONDITIONS AND DIMENSIONS. THIS PLAN ACCDMPANIEB CONTRACT Na. ,__._.'-½,,_ MQl77•51EI L ________________________________________________________________ ..!;;:;;;:;;;:;;;:;;;:;;;:;;;;.::::;;;:;;;:;;;:;;;:;;;:;;;:;;;:;;;:;;;:;;;:;;;:;;;:;;;:;;;:;;;:;;;:;;;:;;;:;;;~:._--.1,_::o~A:·!a~5~-0::&:6:-... :::;;.· ____ ..:_• _:M~0~0~1:F~•c:A:T~1~0~N:_:N~o~·-___ .L ___ _::;:,~~ ::.;;'";:.;:;'";;;"'..., ___ .i,;.,.;;;;;;" ... -------------m US Army Corps of Engineers• ci ZN ci z§ z ..

w Q ..

I w

Co !:::~ :, w "! Q N z :, -"' ~ ..., - w

:il~

!/l 0 ii:

~ (!) i! ~ o- z ~!:I! I cilj §~ C w """ u ·z z

"'o w 1!i "' 0::

w~ w

~~ IL

w o,: 0::

Ca ..., ii:

SHEET ID

S-901

1-z w w Cl) -w Cl

2 3 4

CORPS OF ENGINEE S

' I

a. u Q_ u "-c cll--1--11-'-'

0: 0 0 :E u 0:

~ 0 11-+-1-1-1 . ' ·c :E z :::! .,:11--1--,-1-1

·c

:E z :E "-'"'--1--11-1-1 ltl C

0: >-•11--1--11-1-l 0 0:

UJ >

..J UJ

Ol 11-+-I-H

- UJ u 0:

::, 0 C "- 0 "-'''--'->--1-1 0: Ol a.

UJ UJ

o:c

.,:•11--1--11-1-1

0: - • UJ~ 0

a. UJ z < CCI <( w

0. ~ ~ _,. }- w ...

- U) 0

::, 0 :E ~

_f_~~ -

'.,,r.:

14, ' _,F=

E-7 rr

J C

.c l >ll

I j

~ 1-~ , r I

5 6 7

-1

" 1 " r I

I .

I r J

' ' a

E-8 E-9

E-2

• I I I }

E-10

I r

; SCALE.½ INCH : 1 FOOT

12'"0 5 10' 15

10 11

I ' r

E-3

I , 12 13

E-4 E-

T • // i

J r J• f , I

E-12 E - 13

-7

1--

E-14

E-6 t

DA-25-066-eng.• 62-69

15 16

• I I ,.

E-7 liJ .

, MODIFICATION No.

17 18 19 20

U. S.ARMY

'-' ' " -t:

GENERAL NOTES:

THIS DRAWING SHE TIS PROVIDED F INFORMATION

ONLY. THE CONT TOR SHALL FIELD VERIFY ALL

EXISTING CONDITIO SAND DIMENSIO S.

REVISED TO SHO " AS-BUILT" CONDITIO ~

DATE O"E"SCRIPTION MADE APPR'O

REVISIONS

U. S. AR Y ENGINEER DIST T. OMAHA

CORPS OF ENGINEE

OMAHA, NEBRASKA

C E J. MISSOU I RIVER

J:l L A.

R. L. A

CHECICl:O 8Y, E. R. J.

lUB~ITTJP BY, , a,_ \J ,;-•j·••··-

CHIEf, STRUCT DES. SECTION

OAHE R

SPILLWAY

STRUCTURAL

WALL

ERVOIR

STRUCTURE

RRANGEMENT

iROFILE

Azev~ ·~-.,.___ APPR V~ r. J!::,/4.J,,,,.,o

DATE

ii.PIHL 1961

CHIEF, CIVIL DESIGN BRANCH CHIEF, ENGINEERING OIV1510N /

SPEC. No. eng. 25-066

ORAWING NUMBER

COl., C. E .. 01 CT HI alt.UR SHEET

RD DRAWING

R ffl US Anny Corps of Engineerse ffi z w J u:

z i Cl w u z w a::

SHEET ID

S-902

< C z ii: ;

1-z w w h:

1 I 2 I 3 I 4 I 5 I 6 I 7 I

I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 I 17 I 18 I 19 I 20

~-------1---------------L-I -+----------------+-+------------+-------t-+-'-----i r CORPS OF ENGINEE S U. S. ARMY

I t -l z r j

E/fC::"IOI

I j

I tl / & 3. tJ -

--11------ -----

I -j

-1- '3f

PLAN-WI IR

C-

ELEVATION

SCALE: f61NCH = I FOOT 1r9 s· ,o· i

- J l r'z

I l

' ' • I ;fr"': .

[ '9CP ,'6"

I- #6 (!, /{'i tlr:@,,,.•

1,1CL .0or:5---- . -

I j I

EL VATION

I I

BRIDGE SUPPORTS

SCALE:¼ INCH;;: 1 FOOT

12"0 5 ' I d ,I I I I I I

PLAN B-B

SCAtE:fi,INCH=l FOOT

'L, N D-D sc, ,E l 1NCH 1 FOO T

L " _f cl' /F' ...J

PLAN E E

SCALE:-,\INCH= FO T

I - I I I I '

\ I I ~:

_::=:i:±::±: l±J 1 -,,, , PLAN F-F PLAN G-G

SCALE: fi,1NCH = 1 FOOT SCALE:,\INCH=l FOOT

~r ~ #:; U Lh 71

"" i "- .l- ll+------1-11 I

VIEW A-A

REINFORCEMENT NOTES-

..:-0 c4 r r I d • t me J n+ I e tr 11cvorc f r 1 't r f~ f 'lf < r r I Ual r ..1n I s~ , r c n 'f,r•lol Jndai:'.)

0r riav s I a,d f' f0r ·t11 w:1.• 1 ~ ri Ii vrior e,...r1 rvre'1 rr

S irn1 ['"" IC' Ille; ) m,1

{ tr A ,:, r f 51 er b I:'

) . ~ or re I rif 1r cempr bo Ir td e d I s I C" , d,.q _ 5, 32 nd s~e if i t re~ liJ i 1- A"rl I 1-1 Jr _I I I ~ ,AuTION r N.11 V

THIS DRAWING SHEET IS "ROVIDED FOR INF JRMATIO~

ONLY. THE CONTRACTO SHALL FIELD VERI Y ALL

EXISTING CONDITIONS A D DIMENSIONS.

--·19-l:i5 la'IISED TO SI-I! W "AS-BUILT" CONDITI NS.

DATE

DUWN BY,

W.I N

DESCRIPTION

REVISIONS

U. S. Al MY ENGINEER DISTR°fCT, OMAHA CORPS oF ENGINE I--Rs

OMAHA, NEBRASKt:I, I MISSO l'f:1 RIVER

OAHE I ESERVOIR

L D C.

MADE;; APPR"O

TU,CfD BY, C D C SPILLWAY STRUCTURE

'""""· WEIR , ND PIER

'-,,-,.~-, -,-,,\;,f-<-,'-'~--~----'R INFORCEMEN1 dETAILS - SHEET I

(;HIEF STRuc-f DES. SECTION

APPRDvtb. l"J APP OVE9') ;J /l .-,,C, -z_ 1/f, _ DATE Cl.t-1 -~'?-o.-v'-V'-0.v- ~ /--. ,Ql~,.P APRIL 1981

CKIEF CIVIL DESIGN 8R4MCH CHIEF, ENGINEERING DIV!S!ON /. /

THIS PLAN ACCOMPANIES CONTRACT No.

A~PROV: ~-. /7• .• ..0.- -J SCALE AS S~OWN SPEC. No. eng. 25-066 ...--------------------! T,; .._ DRAWING NUMBER MOl77-51E5.I

DA-25-066-eng.• 62-69 , MODIFICATION No. COL .. C. E .. DJS l MGIHEER SHEET

_ _ _ R_E H9RD DRAWING

ffl US Anny Corps of Engineerse ffi z w J u:

z i Cl w u z w a::

SHEET ID

S-903 w

< C z ii: ;

1-z w w h:

w l

- I

- l

C fl 15. 0 7. 5_ _

2 I 3 I 4

( IV01[1n9 L r;e-P 477Z

PLAN- LOCKS E-6 & E-7

ELEVA ION A-A

;L -·- /0

SECTI< N-BLOCK E-6

5 I f ' /J-i 7, I' ' /. ~ ,,o,., _j

I--

"'6 Iii"

ELEVATION F -B

.,'-u"

I 8 I

~If FF

ELEVATION-BLOCKS

t -

ELEVATION C-C

I 10 I

E-4

-2 E-3, E-4 & E-5

' I

0-l I f

I f

E-5

12 I 13 I

En,, c: :', • r :·· ,,...._,...

,S'-,":' /C" { I, b,,-;/o,i-or,-' Jt £' ;:',. ''i.O

14 I

E)/638.5 1 - -----------

15 I l ~ f ~• I I~

' E/_ /6~2 -1. 5 y6~/~ ~

16 I 17 I 18 I

~. - -'14"' q•!./'~,---4~/ er '59r.,.r

\ I

E!l5fi!O \ ' £! 15 76./9

/ l 'O

TYPICAL SECTION-BLOCKS E-2 THRU E- 5

CJ•

I ,

- I

SECTION F-F

SCALE:½ INCH= I FOOT

12 " 0 \ ' 2' 3' 4 ' ! , I , l

19 I 20

ELEVATION-END SILL PROJE_CTION

0 -

£! ·c;z::s F. L :;

l • • j 12"

SECTION· BLOCK E-7.1

7.V

I... ',;,, t. J

SCALE:¼ INCH::: 1 FOOT

12" 0 5 · ·; ; ' ' ' ' i

FJ .,G,..,. 5

SEC -ION-BLOCK E-7.2

PLAN D-D

SCAL E:¼ INCH= I Fv l

GENERAL NOTE.S:

I I , , t E i=,1R INFr- i=<"AI\Tl()N ht\.11 V

THIS DRAWING SHEE. IS PROVIDED FOR I ~FORMATION

ONLY. THECONTRAI TORSHALLFIELDV RIFYALL

EXISTING CONDITIOt SAND DIMENSIONS.

;e!, .,. ,, ,, 0 ' l ~- l- REVISED TO SHOW 'AS-BUILT" CONDITION~ I....,,./-,.Z" ;E ~.~I~

I llevloed enc Ir Jed Items in acco dnnce with •r,nen aescr1p Ion. Drawing not ssued With ttl IS aouendum.

DESCRIPTION M,fol;_ APPR'D

REVISIONS

ELEVATION E-E U. S. ARM ENGINEER DISTRIC Ir, OMAHA

CORPS OF ENGINEER!:

'iCALE: ¼INCH= 1 FOOT OMAHA, NEBRASKA I

M!SSOURI ~IVER DESIGNED BY,

H.I.H.

DRAWN BY,

C.J R. OAHE RE bERVOIR

SCALE:½ INCH=! F OT

12··0 s· 10· is ·

I. I . 1 . .

EXCEPT AS NOT!: b ~

~"'-~ """"· c.,., SPILLWAY ~ TRUCTURE t· ~ \ '"'"" "· '' ' BASIN AND END WALLS '·· ~ .,, '"~~( • P - REINFORCEME \JT DETAILS l, 1: II II 1: ,11 ::::~:R''.~"'' ""'o" APPROV '? /I " ....£! -t¼/.PI. ,4)

,._._. , WJ a. '' 11':)a.,.--.,_ q....,<;..,,IA.l.:.., A /'-, I ~ <0 - i!!!ft'~ CHIEF: I IL DESIGN BRANCH CHIEf, ENGINEERING DIVISION

~ E= ~ APPROVED: SCALE AS SHOW SPEC. No. erig. 25·066 ~--------------------1 /~~ r f/?, ~ L:..::====O~R-ALW=IN=G~NU=M=BE~R==--~

THIS PLAN ACCOMPANIES CONTRACT No. J-r'tJ.u/6-Hf f • - /c M )J 77-51 E26, 2

DA-25-O66-eng.- 6?.-69 , MODIFICATION No. col., c. 1. , 01srdENG1N b SHEET

DATE

APRIL 1961

US Army Corps of Engineers•

Iii w m z ii:

SHEET ID

S-904

1-z w w en -w

F f

1 I 2

(R5228 tVesf P4i72

Worlr,ng l ine

£1 !G04. 5

(/ 159 7. Pr;

C/ ,15q, ..-::',{·

£/. /590.:, El.I'. •~.c (C ,[!

[/. /5fiC 5

£ 1596-0 /J 159,G. 71:f

I 3

I 4 I

-t.. Dr 1n T ' <.-

:ee 1wg 57£4 E-8

,I ,, ' ,'__ I - -

E-9

0--c.U'· -=?I'

' 3

7 1:. //

ELEVATION B-B

SCALE:¼ INCH:::: 1 FOOT

12" 0 5 · \ I ii .I l I I I I

I 7 I 8 I 9

1- Dr&11;

< t? d,,y 57E4

Tro Wf: I /Pcf Evr1'ace

PLAN

EAST SILE BLOCKS SHOWN

WEST SIDE BLOCKS OPP. HAND

SCA~E:{ INCH=l ~oor·

'5ec Nol-- 4

ELEVATION •

SCALE:½ INCH=l FOOT 12"0 5' 10' 15'

I ,! I I .' I ' I I I I I I J I I

, ,,1,.r,d ft, ,;,/ fccd,f; •uo ~7r ?,.1 ,-1 ,cl, '- t:

ELEVATION '"'-C

SCALE:¼ INCH:::: 1 OOT

I 10

-0

Iv -C

D-D

11 I 12 I

E-13

E-1

'- Dr·cnn "' I t· dwo57£4

_ ___ ',_5' I i ----p

POINTS

13 I 14 I

·-u·

Fi IG04 5

£! !'596 .Q £I 1596, 7c'

I 16

I .

c' •

I 17

21·' - 1/•'

,:. I 0

I 18 I 19 I

15' ?'' / I

_r,, O" . 4 - -

SECTION A-A

SCALE:¼ INCH= 1 FOOT

l r T r r v r t , ,. I r I n l 110 , J~•· ~ vi '1.

c11 ,crlt, I '"P (')

I t

1-r 1..., 11\h-·c"' RMATION • hNI V

THIS DRAWING SHEE" IS PROVIDED FOR II FORMATION

ONLY. THE CONTRAC OR SHALL FIELD VE IFYALL

EXISTING CONDITION AND DIMENSIONS.

HC RIZONTAL CURVE DATA

ISTATlON OfF·SET FROM

WORKING

LINE FT.

?C }C

RANGE RANGE

EAST WALL WEST WALL

17'2. 9c cczc 7. 10

479729 5ZCZ '11

REVISED TO SHOW AS-BUILT" CONDITIONS.

IArld-1 ,,,_,. •

,.w j

•rfttendescrfp Ion. Dr.•,·.•ll11r not 19$Ued with th!• addendum, ,,,._ n ;, "a 1---i=:.::....:==:!!!!.!.-+--------I---~""'- ·""

DATlt 01!:BCRIPTIDN .£.,J.E APPR'D :

~l!;VJl!ltDNS

U. S, ARI Y ENGINEER OISTRIPT, OMAHA

CORPS OF ENGINEER ili

DRAWN BY: R.M.

TRACED BY: R.M.

CHECKED IY: E. R.J.

&UBMITTtO 8Y: :::c. ~-:,,,... ...... .., CHIEF """R\JCT. DES.SECTION a'."ft' '"1-:).uJ_....,.,,,__.j CHIEF CI V !L Dt91GN BRANCtt

OMAHA, NEBRASKA :1

MISSOURI 'R!VER

OAHE RESERVOIR

SPILLWAY : TRUCTURE

APRON SIi EL BLOCKS

BLOCKS 8 THRU 14

~ONCRETE & f EINF. DETAILS APPRDl"Jf/ ~ ,;z:-:-zl• _

CHIEF, ENGINEERING 01:1a1~N/ • I

DATE:

-'PRlL 1961

~~ea~'.' ~---T-H-IS_P_LA_N_A_C_C_O_M_P_A_N_I_E_S_C_O_N_T_R:::A::C::T:::N:0,:__ ___ 1~,,..,./ r . rt

DA-25-066-..,.- 6?...60 , MOOIF'ICATION NO. • COL c. [ 01-L4;.t EU

SCALE AS SHD N SPEC. HO. DA-Z5·066-

ORA.WING NUMBER

t 0177-51E27.2

SH£!T

ffl US Anny Corps of Engineerse ffi z w J u:

z i Cl w u z w a::

SHEET ID

S-905 w

< C z ii: ;

1-z w w h:

J __

' Csi

" Cl. '-i

" I

2 I 3 i

- j 7C ~-i

0, 0 lo

I r

'G I

~I "'-1

L_ ----

0 0 0

I 5

T::_ , f 0 I' 0

I I O 0 rot° 1 0

I I -- I

0 0

__ .:J....-'-"-_ ----~ .......,, ..

BASIN SLAB

to, po11,/5 I//: u 20 on

5/00 .:,ee .Jw9. 5/E23 r

[I IC:-'?C. 48

CUPV{ U

-1_.s blankef

I 6 i I

[I ;j JC " -

I 7 I 8 I 9 I 10 I 11

~ 0 0 Q

I 12

POINT STATION

A v --e--' -- -

• ,. I, ·~

I 13

OFFSEtr FR M

'- SF LLO Y

I 14 I

--JC---+------------

Co, 15, • ·uclion Join!

0 0 0 0 0 0 0 0

P 5001.37

Bench Mark #ZC/ (one only J

PLAN APRON SLAB

SCALE . / 2 INCH= I FOOT

12i"? ' I~' I!>' 20'

- •rrLT __ ...... ___ ---- ---- ----'';..,,__ --+ --~~ -,-- ___ - -

, r SEE DETAIL '\A" Lr ; 5' 4

/"r, 5/ /.JJOnKef

ELl="VATION

.,. Underground -" I rnch mark #c;q

, Loneon,'f)

'- 5 )0 0/1<. ...,er 5

- -1,-- SCAU: :,,32 INCH=I FOOT

;95 -r 0 0 0 0 0 0 0 0

15 I 16 I 17 I 18 I 19 I 20

VERTICAL CURVES I

CURVE I CURV II

POINT TOP OF SLAB Ii: INT TOP ( F SLAB

I -

' r ..

·> ·1r =-~,-, --l--11-,-r

BOTTOM OF SLAB BOTTO OF SLAB

C---0-'.: l - '::..'4. __ ~ ~ • -1.,,. • ~ /.

5TA. 2<> f-

_. _/6_C:'-'. co_ t:L. l58e 4,,;,, /... :::--:

HORIZO TAL

CU VE ill

EA SIDE

. . • . ':.i :r;.) 30 ~ , ~.·; _ •· .HA. \.2·,,_._ l.1-'.

WE ;T' SIDE

.[:://!9 ,-?t:_,._

.- .1.· '\ h. ',.,C. ·'" Ii -n / £; :·_,j ":.ru ,;.·

CURVE

-.--. ,<.- iOc

,· • ,,_l//C' t ; ,.,u,7

--:c-7 'TA . . - ::_ r> ,H ?, ,f- .• /.( I

4' Pemovob!e 1/ush hex hedd C 1 exisf 4" 5hof hole C R£5 f lug.--..___ p e or remow:: of _;01nf

If ne ovo//oble wdhin 4" C R£5 co, ping sef f'lush wli !? fop of' concref, . "----fl- @Se limifs.

5" c_ olv sfeel~ ptp" - ~

VI I

I I :

\'. 4 18" Cone. slob --1

¢,-5'-4" Frosf j blonkef t R:lck wifh I ' oakum , \.. c- c D ; 'E' ru ymg -.1, :c.· -et,:;1

M01? 7-550£ I lo, I

DETAIL "N1

SCALE: ½INCH= 1 FC OT

12" 0 I' 2' 3 -'' I , I , .J.__J

,J I I ora1n r1 t r es J I r, 1 l 0 w' • ) 1 ~ .., • e •

Ref'e-rence reodir A poinf 1hif1al E /, 15< '3.555 ) l=()R INt-1 iRMATl()N ()NI V

THIS DRAWING SHE TIS P~OVIDED FOF INFORMATION

ONLY. THE CONTRJ CTOR SHALL FIELD' ERIFY ALL

EXISTING CONDITIO SAND DIMENSION!. T

c:, ~ ff;/ ;;,; )(. )r'

/ - le L,,, r

LAB ANCHOR DETAIL

I SCALE:'} INCH= 1 FOOT

" of ;.1,-01e, r,/ JV o/ouno r r.. e f or· l!Jreoe1 r tx::ndlhg ho!=. -

SLAB REINFORCING DETAIL

AT EXPANSION JOINTS

SCALE: ½INCH= 1 FOOT

12" 0 1· 2' 3' .4·

I , I , -;

·u/ CJ/' /lhJI, :.··'·v r·

REVISED TO SHO" "AS-BUILT" CONDITION ,,

OAra DESCRIPTION I MADE APPR'O l I I

----1

DE5tGNED BY, W. H. M.

DRAWN BY,

G, J. W.

REVISIONS

U. S. AR Y ENGINEER DISTR CT, OMAHA

CORPS OF ENGINEE ~

OMAHA, NEBRASKA 1

MISSOL Rj RIVER

OAHE R SERVOIR

~--~ """"' G.O.W SPILLWAY ~TRUCTURE

LONGIT DI AL SLAB

CONSTR1 c- ION JOINT

~. ~ '"'"'"'' E R. ,. BASIN AND t,PRON SLAB 1 • w

.,,…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 16, 2024.