MRPO_Access_Control_Final_Advertise.pdf

PDF 12 MB Posted Apr 15, 2016

Attached to: MRPO Access Control & Security Fence Federal contract opportunity
Solicitation number: W9128F-16-B-0005
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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MRPO_Access_Control_And_Fencing_Specs.pdf	PDF	Apr 15, 2016

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US Army Corps of Engineers

OMAHA DISTRICT

OMAHA, NE

MISSOURI RIVER PROJECT OFFICE

SOLICITATION NO. W9128F-16-B-0005

ACCESS CONTROL

AND SECURITY FENCING

MARCH 2016

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

INDEX

SHEET SEQUENCE NUMBER

w/ Level 2 Designator

DISCIPLINE DESIGNATOR

M - 2 0 1

2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:

RESOURCE

TELECOMMUNICATIONS

ELECTRICAL

MECHANICAL

PROCESS

PLUMBING

FIRE PROTECTION

EQUIPMENT

INTERIORS

ARCHITECTURAL

STRUCTURAL

LANDSCAPE

CIVIL

GEOTECHNICAL

SURVEY / MAPPING

HAZARDOUS MATERIALS

GENERAL

Designator)

RELEASE 3.0 for Level 2

(see A/E/C CADD STANDARD

INDEX LEGEND:

SHEET TYPE DESIGNATOR

3. SHEET TYPE DESIGNATORS:

3D REPRESENTATIONS

USER DEFINED

SCHEDULES & DIAGRAMS

DETAILS

LARGE-SCALE VIEWS

SECTIONS

ELEVATIONS

PLANS

GENERAL

M R

G -0

.d g n

S O

U R I

E R P

R O J E

C T O

F F

O M

A H

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

OMAHA DISTRICT

O M

A H

A D

T R

A N

S I

N G

E E

J D

M T J

G-002

E X

DESCRIPTIONSHEET NO.FILE NAME

AREA MAP & LOCATION PLANG-006MRM7G-006.DGN

ELECTRICAL LEGENDG-005MRM7G-005.DGN

LEGENDG-004MRM7G-004.DGN

ABBREVIATIONSG-003MRM7G-003.DGN

INDEXG-002MRM7G-002.DGN

COVER SHEETG-001MRM7G-001.DGN

SURVEY PLAN - AREA 4VF104MRM7VF104.DGN

SURVEY PLAN - AREA 3VF103MRM7VF103.DGN

SURVEY PLAN - AREA 2VF102MRM7VF102.DGN

SURVEY PLAN - AREA 1VF101MRM7VF101.DGN

DEMOLITION PLAN - AREA 4CD104MRM7CD104.DGN

DEMOLITION PLAN - AREA 3CD103MRM7CD103.DGN

DEMOLITION PLAN - AREA 2CD102MRM7CD102.DGN

DEMOLITION PLAN - AREA 1CD101MRM7CD101.DGN

SITE PLAN - AREA 4CS104MRM7CS104.DGN

SITE PLAN - AREA 3CS103MRM7CS103.DGN

SITE PLAN - AREA 2CS102MRM7CS102.DGN

SITE PLAN - AREA 1CS101MRM7CS101.DGN

DRIVE SECTION AND PAVEMENT DETAILSCS301MRM7CS301.DGN

ELECTRICAL SITE PLAN - AREA 4ES104MRM7ES104.DGN

ELECTRICAL SITE PLAN - AREA 3ES103MRM7ES103.DGN

ELECTRICAL SITE PLAN - AREA 2ES102MRM7ES102.DGN

ELECTRICAL SITE PLAN - AREA 1ES101MRM7ES101.DGN

ELECTRICAL FLOOR PLAN - ADMIN. BUILDINGEP101DMRM7EP101D.DGN

ELECTRICAL FLOOR PLAN - BUILDING 51EP102CMRM7EP102C.DGN

ELECTRICAL FLOOR PLAN - BUILDING 51EP101CMRM7EP101C.DGN

ELECTRICAL FLOOR PLAN - BUILDING 50EP101BMRM7EP101B.DGN

ELECTRICAL FLOOR PLAN - BUILDING 19EP102AMRM7EP102A.DGN

ELECTRICAL FLOOR PLAN - BUILDING 19EP101AMRM7EP101A.DGN

CCTV SECURITY RISEREY601MRM7EY601.DGN

CCTV DETAILSEY501MRM7EY501.DGN

W F -1

-B -0

SIDEWALK DETAILSCS504MRM7CS504.DGN

FE6 CHAINLINK SWING GATE DETAILSCS503MRM7CS503.DGN

FE6 CANTILEVER SLIDE GATE DETAILS (WITH GATE OPERATOR)CS502MRM7CS502.DGN

FE6 CHAINLINK FENCE DETAILSCS501MRM7CS501.DGN

GATE CONTROLLER DETAILSES503MRM7ES503.DGN

ELECTRICAL SITE DETAILSES502MRM7ES502.DGN

ELECTRICAL SITE DETAILSES501MRM7ES501.DGN

PANEL SCHEDULESEP601MRM7EP601.DGN

ADMIN BUILDING CONNECTION DETAILSEP502MRM7EP502.DGN

LIGHTING DETAILSEP501MRM7EP501.DGN

PAVEMENT CORE LOCATION PLAN AND LOGSB-101MRM7B-101.DGN

A C

C E

S S C

O N

T R

O L

A N

D S

E C

U R

Y F

E N

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

ABBREVIATIONS

ANGLE

ACOUSTICAL WALL TREATMENT

AMERICAN WIRE GAUGE

AVERAGE

AUTOMATIC

ACOUSTICAL TILE CEILING

ASSISTANT

ASPHALT

ASBESTOS

INSTITUTE

AMERICAN REFRIGERATION

ARCHITECTURAL OR ARCHITECT

APPROXIMATE

APPROVED

ACCESS PANEL

INSTITUTE

AMERICAN NATIONAL STANDARDS

AMPERE

ALTERNATE

ACTIVE LEAF

ALUMINUM

CONSTRUCTION

AMERICAN INSTITUTE of STEEL

(SYM RMS)

AMPS INTERRUPTING CAPACITY

AREA INLET

AIR HANDLING UNIT

AGGREGATE

AQUEOUS FILM FORMING FOAM

ABOVE FINISH FLOOR

ARC FAULT CIRCUIT INTERRUPTOR

ADMINISTRATION/ADMINISTRATIVE

AREA DRAIN

ACCESS DOOR

ACOUSTIC

REINFORCED

ALUMINUM CABLE - STEEL

AMERICAN CONCRETE INSTITUTE

AIR CONDITIONING

ALTERNATING CURRENT

ANCHOR BOLT

AWT

AWG

AVG

AUTO

ATC

ASSIST.

ASPH

ASB

A.R.I.

ARCH

APPROX

APPD

ANSI

AMP

ALT

A.L.

ALUM

AISC

AIC

A.I.

AHU

AGGR

AFFF

AFF

AFCI

ADMIN

ACST

ACSR

ACI

A/C

BUILT-UP ROOFING

BTU PER HOUR

BRITISH THERMAL UNIT

BENT

BRACKET

BRICK

BEARING

BRIDGING

BRACING

BULLETPROOF (BULLET-RESISTANT)

BOTTOM

BOTTOM OF

BENCH MARK

BEAM

BLOCKING

BLOCK

BUILDING

BUILDING LINE

BITUMINOUS

BRICK EXPANSION JOINT

BOUNDARY

BOARD

BOOKCASE

BULLETIN BOARD

BATT INSULATION

BUR

BTUH

BTU

BRKT

BRK

BRG

BRDG

BRCG

BPRF

BOT

B.O.

BLKG

BLK

BLDG

BITUM

BEJ

BDRY

BATT INSUL

COLUMN

CARBON DIOXIDE

CARBON MONOXIDE

CLEANOUT

COUNTER

SHTS)

CONDUIT (FOR RACEWAY-ELEC.

CONCRETE MASONRY UNIT

CORRUGATED METAL PIPE

CLEAR WIRE GLASS

CLOSED

CLOSET

CAULKING

CEILING

CENTER LINE

CIRCUIT BREAKER

CIRCUIT

CHECKED

CONSTRUCTION JOINT

CONTROL JOINT

CIRCULAR

CAST IRON

CURB INLET

CHIMNEY

CERAMIC FLOOR TILE

CUBIC FEET PER SECOND

CUBIC FEET PER MINUTE

CEMENT

COVER ELEVATION

CIRCUIT BREAKER

CATCH BASIN

CENTER TO CENTER

CAPACITY

COL

CNTR

CND

CMU

CMP

CLWG

CLOS

CLO

CLKG

CLG

CKT BRKR

CKT

CKD

CIRC

CHIM

CFT

CFS

CFM

CEM

C TO C

CAP

CYLINDER

CERAMIC WALL TILE

COLD WATER

CEILING VENT

CUBIC YARDS

CABINET UNIT HEATER

CONDENSING UNIT

CENTER

CARPET TILE

CURRENT TRANSFORMER

CERAMIC TILE

CASEMENT

CAST STONE TILE

COUNTER SUNK

COURSE

CARRIAGE

CORROSIVE RESISTANT STEEL

CARPET

CYCLES PER SECOND (HERTZ)

COMPRESSIBLE

CEMENT PLASTER

COVERED

CORRIDOR

CORNER

CONTINUOUS

CONSTRUCTION JOINT

CONSTRUCTION

CONNECTION

CONFERENCE

CONCRETE

COMMUNICATION

COMBUSTION

COMBINATION

COMMON

CYL

CWT

CU YD

CUH

CTR

CTL

CSMT

CST

CSK

CRSE

CRG

CRES

CPT

C.P.S. ~

CPRS

CPL

COV

CORR

COR

CONT

CONSTR JT.

CONSTR

CONN

CONF

CONC

COMM

COMB

COM

C (cont.)

DWLS

DWG

DMPF

D & M

DISTR

DISC

DISSEM

DIR

DIM

DIAG

DIA or Ø

DHW

DET

DEPT

DEPR

DEG

DCW

DCL

DCJT

DCJ

DBL

DAT

DIRECT EXPANSION

DOWELS

DRAWING

DOWNSPOUT

DRAIN

DOOR

DAMPPROOFING

DOWN

DRESSED & MATCHED

DISTRIBUTION

DISCONNECT

DISSEMANATION

DIRECTOR

DIMENSION

DIAGONAL

DIAMETER

DOMESTIC HOT WATER

DUCT HEATER

DOUBLE HUNG

DRINKING FOUNTAIN

DETAIL

DEPARTMENT

DEPRESSION

DEGREE

DOMESTIC COLD WATER

DOOR CLOSER

DUMMY CONTOL JOINT

DOWELED CONTROL JOINT

DIRECT CURRENT

DOUBLE

DRY BULB

DATUM

DOUBLE ACTING

PENNY (as in nail - 10d)

EXTERIOR

EXPLOSION PROOF

EXPANSION

EXPOSED

EXISTING

EXHAUST

EXIT DEVICE

EXCAVATE

ENTERING WATER TEMPERATURE

ELECTRIC WATER COOLER

ESTIMATE

EACH SIDE

EQUIPMENT

SWITCHEQUAL

EMERGENCY POWER DOWN

ENTRANCE

ENCLOSURE

ESTIMATED MAXIMUM DEMAND

ELEVATOR

ELECTRIC or ELECTRICAL

ELEVATION - GRADE OR BUILDING

EXPANSION JOINT

SYSTEM

EXTERIOR INSULATION & FINISH

EMERGENCY EYEWASH & SHOWER

ENTERING AIR TEMPERATURE

EXHAUST AIR

EACH

EAST

EXT

EXPL

EXP

EXIST

EXH

EXD

EXC

EWT

EWC

EST

EQUIP

EPDS

ENTR

ENCL

EMD

ELEV

ELEC

EIFS

EES

EAT

FWC

FUR

FTG

FPM

FLUOR

FLG

FLEX

FLASH

FLR

FIXT

FIN

FIG

FHC

F.E.S

FEC

FEB

FDN

FCJ

FCG

FABRIC WALLCOVERING

FIRE WATER

FURRING

FOOTING

FEET

FULL SIZE

FRAME

FEET PER MINUTE

FIREPROOF

FIRE PROTECTION

FLUORESCENT

FLOORING

FLEXIBLE

FLASHING

FLOOR

FIXTURE

FINISH

FIGURE

FIRE HOSE CABINET

FIRE HYDRANT

FLARED END SECTION

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER

FOUNDATION

FIRE DAMPER

FLOOR DRAIN

FLOOR CONSTRUCTION JOINT

FACING

FOOTCANDLE

FRESH AIR

FAHRENHEIT

GLAZED WALL TILE

GYPSUM WALL BOARD

GYPSUM

GUTTER

GRAZED STRUCTURAL UNIT

GRATING

GALVANIZED RIGID STEEL CONDUIT

GRADE

GALLONS PER MINUTE

GROUND

GOVERNMENT

GUTTER LINE

GLASS

GALVANIZED IRON

GROUND FAULT INTERRUPTOR

EQUIPMENT

GOVERNMENT FURNISHED

INSTALLED

EQUIPMENT GOVERNMENT

GOVERNMENT FURNISHED

INSTALLED

EQUIPMENT CONTRACTOR

GOVERNMENT FURNISHED

INTERRUPTOR

GROUND FAULT CIRCUIT

GENERAL

GRADE CLEANOUT

GALVANIZED

GALLON

GAGE or GAUGE

NATURAL GAS

GWT

GWB

GYP

GUT

GSU

GRTG

GRS

GPM

GND or GRND

GOVT

G.F.I. or GFI

GFE

GFE/GI

GFE/CI

GFCI

GEN

GCO

GALV

GAL

HERTZ

HYDRAULIC

HOT WATER HEATER

HOT WATER

HEADWALL

HEATER

HEATING

PLASTERHEIGHT

HIGH - STRENGTH GYPSUM

HIGH STRENGTH

HOUR

HIGH POINT

HIGH PRESSURE

HORSEPOWER

HOLLOW METAL

HAND HOLE

HARDWARE

HANDRAIL

HEADER

HIGH DENSITY POLYETHYLENE

HARDBOARD

HEAD

HALON CONTAINMENT DAMPER

HANDICAP

HOSE BIBB

HYDR

HWH

HDWL

HTR

HTG

HSGYP

H.PT.

HDW

HNDRL

HDR

HDPE

HDBD

HCD

JOINT

JOIST

JUNCTION

JUNCTION BOX

JANITOR CLOSET

JST

JCT

J-BOX

KILOWATT HOUR

KILOWATT

KILOVOLT AMPERE REACTIVE

KILOVOLT AMPERE

KILOVOLT

KICK PLATE

KEY LOCK

KITCHEN

KILOPOUND (1000 LBS)

KILO CIRCULAR MIL

KEY

THOUSAND

kWh kW kVAR kVA kV

KPL

KIT

KIP

kcmil or KCM

LWT

LVP

LT WT

LTG

L.R.

LPT

LPS

LONG

LNTL

LIS

LIN

LDG

LBS

LBR

LAV

LAU

LAT

LAB

LEAVING WATER TEMPERATURE

LOW VOLTAGE POWER

LIGHT WEIGHT

LIGHTING

LIGHT

LONG RADIUS

LIVING ROOM

LOW POINT

LIGHT PROOF SHADE

LONGITUDINAL

LINTEL

LUMEN

LAWN IRRIGATION SYSTEM

LINEAR

LENGTH

LOAD

POUNDS

LUMBER

LAVATORY

LAUNDRY

LEAVING AIR TEMPERATURE

LABORATORY

MTL

MTD

MSTC

MSL

MSB

MOT

MLDG

MIN

MGT

MFR

MFG

MER

MECH

MCJ

MCC

M & B

MAX

MAT

MAS

MAINT

MACH

METAL

MOUNTED

METAL THRESHOLD

MASTIC

MEAN SEA LEVEL

MAIN SWITCH BOARD

MOTOR

MASONRY OPENING

MOLDING (MOULDING)

MONOLITHIC

METAL LATH

MINIMUM

MANHOLE

MANAGEMENT

MATTE - GLAZED TILE

MOTOR GENERATOR

MANUFACTURER

MANUFACTURING

MECHANICAL EQUIPMENT ROOM

MECHANICAL

MASONRY CONTROL JOINT

MOTOR CONTROL CENTER

MOLDED CASE

MEDICINE CABINET

MATCHED & BEADED

MAXIMUM

MATERIAL

MASONRY

MAINTENANCE

MACHINE

MIXED AIR

THOUSAND

NOT REQUIRED

NORMALLY OPEN

NUMBER

NOT IN CONTRACT

ASSOCIATION

NATIONAL FIRE PROTECTION

MANUFACTURERS ASSOCIATION

NATIONAL ELECTRICAL

NATIONAL ELECTRICAL CODE

NON COMMISSIONED OFFICER

NORMALLY CLOSED

NORTH

N.R.

NO.

NIC

NFPA

NEMA

NEC

NCO

OS & Y

O.R.

OPS

OPP

OPNG

OGL

OFF

OCEW

O.C.

OWGL

OBSC

OUTSIDE SCREW & YOKE

OBSERVATION RISER

OPERATIONS

OPPOSITE

OPENING

OVERHEAD

OBSCURE GLASS

OFFICE

OVERFLOW DRAIN

OUTSIDE DIAMETER

ON CENTER EACH WAY

ON CENTER

OBSCURE WIRE GLASS

OBSURE

OUTSIDE AIR

PVMT

PVC

PTN

PTD

P.T.

PSI

PSF

P.S.

PRV

PROJ

PROC

PREFIN

PREFAB

PPM

PORC

POL

PNL

PLYWD

PLG

PLC

PLBG

PLAT

PLAS

PLAM

PL or P

PIV

P.E.

PERF

P.C.

P.C.C.

PBS

PART

PASS WINDOW

PAVEMENT

POLYVINYL CHLORIDE (PLASTIC)

PARTITION

PAINTED

TRANSFORMER

POTENTIAL (VOLTAGE)

POINT

POINT OF TANGENCY

POUNDS per SQUARE INCH

POUNDS per SQUARE FOOT

PRESSED STEEL

PRESSURE REDUCING VALVE

PRESSURE REGULATING VALVE

PROJECT

PROCESSING

PREFINISH

PREFABRICATE

PAIR

PARTS PER MILLION

PORCELAIN

PETROLEUM, OIL, LUBRICANT

POLISHED

PANEL

PLYWOOD

PILING

CONTROLLER

PROGRAMMABLE LOGICAL

PLUMBING

PLATFORM

PLASTER

PLASTIC LAMINATE

PLATE

POST INDICATOR VALVE

POINT OF INTERSECTION

PHASE

POLYETHYLENE

PERFORATED

PIECE

POINT OF CURVE

PORTLAND CEMENT CONCRETE

PUSH BUTTON STATION

PULL BOX

PARTICLE

PUBLIC ADDRESS

POLE

QUARTER ROUND

QUARTER

QUARRY TILE

QUART

1/4 RD

QTR

ROUGH

RAISED FLOOR SYSTEM

ROOFING

REVISION

RESILIENT

REQUIRED

REPRODUCE

REMOVABLE

REINFORCE

REFRIGERATOR

REFERENCE

RECTIFIER

RECREATION

RECEPTACLE

RIDGE

ROOF DRAIN

RECEIVER

REINFORCED CONCRETE PIPE

REMOTE CONTROL

RUBBER

RESILIENT BASE

RETURN AIR REGISTER

RETURN AIR GRILLE

RETURN AIR

RELIEF AIR

RANGE

RADIUS

RISER

RGH

RFS

RFG

REV

RESIL

REQD

REPRO

REM

REINF

REG

REFR

REF

RECT

RECR

RECPT

RDGE

RCVR

RCP

RBR

RAR

RAG

SYMM

SWBD

SVF

SUSP

SUB FL

STWY

STRUCT

STR

ST PR

STOR

STN

STL

STD

STC

STA

SST

SSMR

SQ or

SPKR

SPH

SPF

SPEC

SPCL

SOV

SJI

SIM

SHTHG

SHT

SHLDR

SFU

S.F.

SEQ

SECT

SDI

SCUT

SCT

SCR

SCIF

SCHED

S.B.

SYMMETRICAL

SWITCHBOARD

SWITCH

SHEET VINYL FLOORING

SUSPEND

SUBFLOOR

STAIRWAY

STRUCTURAL

STRINGER

STATIC PRESSURE

STORAGE

STONE

STEEL

STANDARD

SOUND TRANSMISSION CLASS

STATION

STAINLESS STEEL

STANDING SEAM METAL ROOFING

SQUARE

SPEAKER

SPACE HEATER

SOUNDPROOF

SPECIFICATION

SPECIAL

SHUT OFF VALVE

STEEL JOIST INSTITUTE

SIMILAR

SHEATHING

SHEET

SHOULDER

STRUCTURAL FACING UNIT

SQUARE FOOT (FEET)

SEQUENCE

SECTION

STEEL DECK INSTITUTE

SUBDRAIN

SMOKE DAMPER

SCUTTLE

STRUCTURAL CLAY TILE

SCREW

INFORMATION FACILITY

SENSITIVE COMPARTMENTED

SCHEDULE

SECURITY BARS

SPLASH BLOCK

SUPPLY AIR

SOUTH

TYPICAL

TELEVISION

THERMOSTAT

TRANSVERSE

TOPOGRAPHY

TOILET

TOP OF CURB

TOP OF

TACK BOARD

THRESHOLD

THICKNESS

TOGGLE

TERMINAL

TERRAZZO

TEMPERATURE

TELEPHONE

TECHNICAL

TOP ELEVATION

TILE COUNCIL of AMERICA

TANGENT

TREAD

TYP

TSTAT

TRANS

TOPO

TOIL

T.C.

TK BD

THRES

THK

TGL

TERM

TER

TEMP

TEL

TECH

TCA

TAN

UTIL

UPS

UNFIN

UNEX

UNIT VENTILATOR

UTILITY

URINAL

UNINTERRUPTIBLE POWER SYSTEM

UNFINISH

UNEXCAVATED

UNDERWRITERS LABORATORIES

UNIT HEATER

UNDERGROUND

UNIT COOLER

VINYL-WALL COVERING

VENT THRU ROOF

VOLTAGE TRANSFORMER

VINYL-TILE

VENT STACK

VOLTAGE REGULATOR

VAPOR RETARDER

VERTICAL POINT OF TANGENCY

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF CURVATURE

VOLUME

VARIABLE FREQUENCY DRIVE

VESTIBULE

VERTICAL

VENTILATOR

VENTILATION

VOLUME DAMPER

VAULT DOOR

VINYL COMPOSTION TILE

VITRIFIED CLAY PIPE

VOLT

VWC

VTR

V.P.T.

V.P.I.

V.P.C.

VOL

VFD

VEST

VERT

VENT

VCT

VCP

WOVEN WIRE MESH

WELDED WIRE FABRIC

WEIGHT

WAINSCOT

WASTE STACK

WARDROBE

WATER PROOFING

WEATHER PROOF

WORK SHOP

WROUGHT IRON

WHITE

WATTHOUR METER

WALL HYDRANT

WIRED GLASS

WIDE FLANGE

WINDOW

WOOD DOOR

WOOD BLOCKING

WASTE DRAIN

WOOD

WATER CLOSET

WET BULB

WITHOUT

WITH

WIRE

WEST

WWM

WWF

WSCT

WRB

WKSH

WHT

WHM

WGL

WDW

WD. DR.

WD. BLK.

W.D.

W/O

TRANSFORMERXFMR

YARD DRAIN

YARD

I.E.

I or EF

INVERT ELEVATION

INSIDE DIAMETER

INSULATED CASE

INTERCOM

IRON

I (cont.)

INV

INT

INSUL

IESNA

IRON PIPE

INVERT or INVERTER

INTERIOR

INSULATION

INCHES

SOCIETY of NORTH AMERICA

ILLUMINATION ENGINEERING

R (cont.)

RAISED PATTERN RUBBER TILE

REVOLUTIONS PER MINUTE

RND

ROOM

RELATIVE HUMIDITY

RPRT

RPM

RND

G -0

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

S O

U R I

E R P

R O J E

C T O

F F

O M

A H

N E

A B

B R

E V

N S

A N

S I

N G

E E

J D

M T J

G-003

W F -1

-B -0

A C

C E

S S C

O N

T R

O L

A N

D S

E C

U R

Y F

E N

FOG

FOS

FOF

FOR

FOV

VAC

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

DHW

DCW

VENT

ACID WASTE

SANITARY

ACID VENT

ACID

SAN

ACID

RDHW

WALL FAUCET

WALL HYDRANT

RECIRCULATING DOMESTIC HOT WATER

DOMESTIC HOT WATER

DOMESTIC COLD WATER

A-7A-5 A-6 A-7 A-8

C D

A-

CLEAN OUT

FLOOR DRAIN

CWS

CWR

CHWS

CHWR

GCWS

THERMOSTATT

GCWR

FOR ADDITIONAL LEGEND

WALL CLEAN OUT

STORM DRAIN BELOW FLOOR

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

REFRIGERANT STRAINER

CHILLED WATER RETURN

CHILLED WATER SUPPLY

REFRIGERANT SUCTION

REFRIGERANT DISCHARGE (HOT GAS)

REFRIGERANT LIQUID

CHILLED-HOT WATER RETURN

GLYCOL CHILLED WATER RETURN

GLYCOL CHILLED WATER SUPPLY

CHILLED-HOT WATER SUPPLY

THERMOSTATIC EXPANSION VALVE

STORM DRAIN ABOVE FLOOR

SEE TEMPERATURE CONTROL DRAWINGS

SECTION NUMBER

SHEET NUMBER OF DWG.

OF ELEV. ON PLAN

DIRECTION OF SIGHT

ELEV. IS SHOWN

OF ELEV. ON PLAN

DIRECTION OF SIGHT

WHERE ELEV. IS SHOWN *

NOTE: LOCATION OF DWG. WHERE

WHERE SECTION IS SHOWN *

SHEET NUMBER OF DRAWING

WHERE SECTION IS CUT *

SHEET NUMBER OF DRAWING

DRAWING WHERE SECTION IS SHOWN

SECTION IS CUT WILL BE LISTED ONLY ON

ANY ADDITIONAL DRAWINGS WHERE

CUT AND DETAILED ON SAME DRAWING.

* SHEET NUMBERS OMITTED IF SECTION IS

HUMIDITY SENSOR

PRESSURE SENSOR

EMCS SENSOR

MANUAL OVER-RIDE SWITCH

NIGHT THERMOSTAT

TEMPERATURE SENSOR

AND HATCHED THUSLY.

3. EXISTING FACILITIES TO BE REMOVED ARE INDICATED BY USE OF THESE SYMBOLS

ON THIS SHEET.

SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR IN THIS

THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO

20 x 12 RG

20 x 12 SG

700 CFM

20 x 12 GR

20 x 12 SR

700 CFM

20 O/

700 CFM

HPS

LPC

FEED WATER

PUMPED CONDENSATE

LPS

MPS

MPC

HTWS

HPC

LOW PRESSURE CONDENSATE

MEDIUM PRESSURE CONDENSATE

HIGH PRESSURE CONDENSATE

LOW PRESSURE STEAM

MEDIUM PRESSURE STEAM

HIGH PRESSURE STEAM

HIGH TEMPERATURE WATER SUPPLY

DOOR GRILLE

12 x 12

700 CFM

12 x 6

20 x 12

BBD BOILER BLOW-DOWN

FUEL OIL GAGE LINE

GAS

FUEL OIL FILL

F & T TRAP

FUEL OIL RETURN

FUEL OIL SUPPLY

THERMODYNAMIC TRAP

FUEL OIL TANK VENT

HTWR

HWS

HWR

GHWS

GHWR

F FLOAT TRAP

THERMOSTATIC TRAP

BUCKET TRAP

VACUUM

FIRE LINE

COMPRESSED AIR

FOAM CONCENTRATE

HIGH TEMPERATURE WATER RETURN

HOT WATER HEATING RETURN

HOT WATER HEATING SUPPLY

UNDERSLAB FIRE LINE

FOR AFFF SYSTEMS

GLYCOL HOT WATER HEATING RETURN

GLYCOL HOT WATER HEATING SUPPLY

ROADS

WALKS

CULVERT

77.2

OR OR

PIV

MW-2

MW-1

DH-2 DH-2

PIV

BUILDINGS

CURB & GUTTER

RAILROAD

CONTOURS

STORM DRAIN

DIRECTION OF DRAINAGE

SPOT GRADE ELEVATIONS

SUBDRAIN

FIRE WATER LINE

FORCE MAIN

SANITARY SEWER

WATER LINE

SUBDRAIN OUTLET LINE

OBSERVATION RISER

UTILITY LINE

WASTE DRAIN

SUBDRAIN FLUSHING &

AREA INLET

FIRE HYDRANT

POST INDICATOR VALVE

MONITORING WELL

CONTROL POINT

DRILL HOLE

CURB INLET

DEPENDING ON TYPE OF

OR SERVICE STOP & BOX

PROPERTY LINE MONUMENT

FIRE PROTECTION WATER LINE

MANHOLE SELF EXPLANATORY

GATE VALVE & VALVE BOX

MODSEC.

AS INDICATED

WOOD

EARTH

CONCRETE

AS INDICATED

GRAVEL

BRICK

METAL

PLYWOOD

WOOD (FINISH)

WOOD (ROUGH)

AS INDICATED

CRUSHED ROCK

PLASTER

GLASS (ELEVATION)

BLANKET INSULATION

RIGID INSULATION

GYPSUM WALLBOARD

WOOD STUD PARTITION

CONCRETE MASONRY UNITS (PLAN)

CONCRETE MASONRY UNITS (SECTION)

GLASS (LARGE SCALE SECTION)

METAL STUD PARTITION

WOVEN WIRE

BARBED WIRE

CHAIN LINK SECURITY

SUPPLY GRILLE (SG)

FLOW DIRECTION

DIRECTION OF FLOW

SPLITTER DAMPER

ACCESS PANEL (AP)

ACCESS DOOR (AD)

FLEXIBLE DUCT

TURNING VANES

SMOKE DAMPER

(TYPE AS SPECIFIED) INDICATE

SUPPLY OUTLET, CEILING, RECTANGULAR

(TYPE AS SPECIFIED) INDICATE

SUPPLY OUTLET, CEILING ROUND

CEILING (INDICATE TYPE)

EXHAUST OR RETURN AIR INLET

+ INTEGRAL VOL. CONTROL)

SUPPLY REGISTER (SR) (A GRILLE

GRILLE (NOTE AT FLR. OR CLG.)

RETURN (RG) OR EXHAUST (EG)

VENTILATOR-SUPPLY (SRV)

POWER OR GRAVITY ROOF

UNIT HEATER (VERTICAL)

POINT OF CHANGE IN DUCT CONSTRUCTION

VENTILATOR-EXHAUST (ERV)

POWER OR GRAVITY ROOF

UNIT HEATER (HORIZONTAL)

PARALLEL BLADE DAMPERS

FOR NET FREE AREA

2ND FIGURE, SIDE NOT SHOWN)

DUCT (1ST FIGURE, SIDE SHOWN

FLAT ON TOP OR F.O.B. FLAT

TRANSITIONS: GIVE SIZES. NOTE F.O.T.

IN DIRECTION OF AIR FLOW

INCLINED RISE (R) OR DROP (D) ARROW

DUCT SECTION (EXHAUST OR RETURN)

DUCT SECTION (SUPPLY)

ACOUSTICAL LINING DUCT DIMENSIONS

(BY STATIC PRESSURE CLASS)

OPPOSED BLADE DAMPERS

AUTOMATIC DAMPERS MOTOR OPERATED

VOLUME DAMPER MANUAL OPERATION

& RETURN (NO SPLITTER)

STANDARD BRANCH FOR SUPPLY

FLEXIBLE CONNECTION

ON BOTTOM IF APPLICABLE

PLUMBING

REFRIGERATION

TEMPERATURE CONTROLS

STANDARD NORTH ARROWS

SECTION IDENTIFICATION

ELEVATION IDENTIFICATION

ARCHITECTURAL SYMBOLS

GENERAL NOTES:

DUCTWORK

MECHANICAL LEGEND

HEATING

MISCELLANEOUS PIPING

NEWEXISTING

CIVIL LEGEND

NEWEXISTING

ARCHITECTURAL LEGEND

FENCES

GLOBE VALVE

W/TAMPER SWITCH

NEEDLE VALVE

STRAINER

HOSE GATE VALVE

GATE VALVE

SOLENOID VALVE

RELIEF VALVE

FLOAT VALVE

BALL VALVE

BUTTERFLY VALVE

ANCHOR

WAFER CHECK VALVE

O, S, & Y GATE VALVE

PRESSURE REDUCING VALVE

MOTOR OPERATED VALVE

AUTOMATIC BALANCING VALVE AS INDICATED

CALIBRATED BRONZE BALANCING VALVE OR

PLUG VALVE OR BALANCING COCK

TEMPERATURE REGULATING VALVE

CAP

ELBOW UP

TEE UP

TEE DOWN

ELBOW DOWN

UNION

BLIND FLANGE

FLANGE

EXPANSION JOINT, BELLOWS

EXPANSION JOINT, SLIDING

PIPE INCREASER OR DECREASER

VALVES & FITTINGS

COND CONDENSATE DRAIN LINE

OR SENSOR (AS INDICATED)

OUTDOOR AIR THERMOSTAT

FCO FLOOR CLEAN OUT

FIRE DAMPER:

SHOW VERTICAL POS.

SHOW HORIZ. POS.

101 ROOM NUMBER

DOOR NUMBERS

COLUMN LINES NUMBER-LETTER (OPPOSITE DIR.)

MATCH LINE

WINDOW TYPES

CENTER LINE

X DIRECTION OF SIGHT OF PHOTOGRAPH

WALL AND PARTITION TYPES

A 1

101101

M R

G -0

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

S O

U R I

E R P

R O J E

C T O

F F

O M

A H

N E

A N

S I

N G

E E

J D

M T J

G-004

L E

G E

N D

W F -1

-B -0

A C

C E

S S C

O N

T R

O L

A N

D S

E C

U R

Y F

E N

HH#2 MH#4

H CO F

I D P

WFITSSVOSY

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

POLE, NO., LENGTH, AND CLASS AS INDICATED

CLASS 7 SOIL) "MT" INDICATES TWIN EYE ANCHOR ROD

(ANCHOR STRENGTH IS BASED ON HOLDING POWER IN

DOWN GUY AND ANCHOR. STRENGTH IN LBS. INDICATED

OVERHEAD COMMUNICATIONS LINE

EXTERIOR ELECTRICAL LEGEND

EXIST NEW

LUMINAIRES AND APPROX. HORIZ. AIMING

INSTALLATION. ARROWS INDICATE NO. OF

POLE MOUNTED FLOODLIGHTING

CONDUCTOR AND LINE VOLTAGE AS INDICATED.

SERVICE DROP NO., SIZE AND TYPE OF

OVERHEAD POWERLINE-SECONDARY OR

VOLTAGE AS INDICATED

NO., SIZE, AND TYPE OF CONDUCTORS AND LINE

OVERHEAD POWERLINE-PRIMARY DISTRIBUTION.

SIZE AND TYPE OF WIRE AS INDICATED.

LIGHTING CIRCUIT RESPECTIVELY. NO.,

SERIES STREET LIGHT AND AIRFIELD

OR PER CROSS SECTION DETAIL

LINE). NO., SIZE AND VOLTAGE OF CABLE AS INDICATED

ELECTRICAL POWER LINE, "C" A COMMUNICATIONS TYPE

MIN. IF NOT IDENTIFIED). LETTER "P" INDICATES

SPECS). NUMERAL INDICATES QUANTITY OF DUCTS (4"

UNDERGROUND DUCT LINE, CONCRETE ENCASED (SEE

ANSI (C84.1) VOLTAGE CONFIGURATION AS INDICATED.

CONCRETE PAD MOUNTED TRANSFORMER INSTALLATION

NUMBER, SIZE, AND TYPE OF CABLE AS INDICATED

VOLTAGE), "C" A COMMUNICATIONS TYPE LINE.

CABLES ARE USED), "S" SECONDARY POWER (LOW

PRIMARY POWER (#8 MIN. IF SINGLE-CONDUCTOR

DIRECT BURIED LINE. THE LETTER "P" DESIGNATES

AND RACEWAY AS DESCRIBED ( * ) OR DETAILED

CONFIGURATIONS. NO. AND SIZE OF CONDUCTORS

UNDERGROUND DISTRIBUTION-MISC.

NO., AND TYPE AS INDICATED

PULLBOX, HANDHOLE OR MANHOLE.

VAULT (POWER OR CONTROLS)

UNDERGROUND ELECTRICAL EQUIPMENT

CABINET OR EQUIPMENT ASSEMBLY

ELECTRICAL EQUIPMENT IN PAD MOUNTED

NUMERAL IF PRESENT DESIGNATES KVA RATING

CONFIGURATION AS INDICATED, SINGLE

FENCED APPLICATONS. ANSI VOLTAGE

INDIVIDUAL TRANSFORMER FOR OVERHEAD OR

PHOTOELECTRIC CONTROL RELAY

AERIAL AUTOMATIC RECLOSER.

AERIAL AUTO SECTIONALIZER

(COUNTERPOISE) (BARE COPPER) SIZE AS INDICATED

GROUNDING SYSTEM. ELECTRODE AND CONDUCTOR

LIMITS OF CONDUIT CASING OR SLEEVE

CAPPED CONDUIT

DRAWOUT FUSE ASSEMBLY

RESPECTIVELY, SIZE AS INDICATED

FUSE-POWER AND CONTROL APPLICATIONS

BUS NUMBER FOR ANALYSIS AND REFERENCE ONLY

VOLTAGE RATING AND SIZE AS INDICATED

FUSED CUTOUT OR FUSED SWITCH ASSEMBLY.

FRAME SIZE WITH ADJUSTABLE TRIP SETTINGS.

MOLDED CASE CIRCUIT BREAKER OF A GIVEN

THREE POLE UNLESS DESIGNATED '1P' OR '2P'.

MOLDED CASE CIRCUIT BREAKER, FIXED TRIP.

MOLDED CASE CB TYPE). SIZE AS INDICATED.

INDICATES INSULATED CASE, "MC" INDICATES

("LVP" INDICATES LOW VOLTAGE POWER CB, "IC"

DRAWOUT TYPE CIRCUIT BREAKER ASSEMBLY

RATING AND CLASS AS INDICATED

SURGE ARRESTOR - VOLTAGE

- NUMBER DENOTES KVAR RATING

POWER FACTOR CORRECTION CAPACITOR

STEEL (#6 MIN. CONDUCTOR IF NOT SHOWN)

TYPE ELECTRODE, TO NEAREST STRUCTURAL

GROUND CONNECTION - TO STANDARD ROD

BETWEEN BREAKERS, RELAY/CONTACTOR, ETC.)

BETWEEN 2 OR MORE DEVICES (KEY INTERLOCK

CONTROL INTERFACE OR OPERATING RELATIONSHIP

IDENTIFIED). AMPACITY AS INDICATED

ASSEMBLIES (HIGH OR MEDIUM VOLTAGE). (CU BUS IF NOT

FEEDER TYPE BUS DUCT (FB) OR METAL-ENCLOSED BUS

LOADBREAK AND NON-LOADBREAK STYLES RESPECTIVELY

(ELBOW TERMINATOR AND BUSHING COMBINATION)-

SEPARABLE CONNECTOR IN PRIMARY DISTRIBUTION LINE

KILOWATT-HOUR METER (WH IS WATT-HOUR METER)

PARENTHESIS INDICATES QUANTITY OF CT'S

OF METERING/ACCESSORY CIRCUIT. NUMERAL IN

TRANSFORMATION RATIO IDENTIFIES NOMINAL CURRENT

CURRENT TRANSFORMER (CT). SECOND NUMERAL OF

INDICATED

AND NON-DRAWOUT. QUANTITY AND VOLTAGE RATING AS

VOLTAGE (POTENTIAL) TRANSFORMER (VT/PT), DRAWOUT

INDICATED.

VOLTAGE, CONNECTIONS, COOLING CLASS AND TYPE AS

POWER & DISTRIBUTION TRANSFORMER, RATED kVA, USED BY A TRANSFORMER SYMBOL.

TRANSFORMER DELTA CONNECTION DESIGNATION WHEN

IT IS AN UNGROUNDED OR FLOATING WYE CONNECTION.

RESPECTIVELY. IF THE GROUND SYMBOL IS MISSING, THEN

DIRECT GROUNDED AND RESISTOR GROUNDED

DESIGNATION WHEN USED BY A TRANSFORMER SYMBOL,

TRANSFORMER GROUNDED-WYE CONNECTION

AMMETER AND VOLTMETER WITH PHASE SELECTOR SWITCH

INTERLOCKING CONTROL AS INDICATED

WITH TRIP SETTING AT DESIGNATED TIME DELAY

GROUND FAULT INTERRUPTING EQUIPMENT (SEE SPECS)

FUNCTION PER ANSI/IEEE C37.2

ELECTROMECHANICAL); NUMERAL IDENTIFIES TYPE OR

SENSOR, DEVICE OR APPARATUS (ELECTRICAL OR

EXISTING AND NEW, RESPECTIVELY

CORRESPONDING SWITCH

THEN 2' X 2' IN SIZE - LETTER IDENTIFIES

INCANDESCENT OR H.I.D. LUMINAIRE LESS

OMITTED IN CONTINUOUS ROW CONFIGURATIONS)

SIZE (THE OUTLET SYMBOL WILL NORMALLY BE

FLUORESCENT OR HID LUMINAIRE 2' x 2' OR LARGER IN

OF EGRESS

CEILING EXIT LIGHT. ARROWS IDENTIFY DIRECTION

VOLTAGE RATINGS AS INDICATED

LIGHTING CONTACTOR - NO. OF POLES, CURRENT AND

RATINGS AND PHYSICAL SIZE AS INDICATED

BATTERY INVERTER SET (OR FORWARD TRANSFER UPS),

EMERGENCY POWER SYSTEM FOR EGRESS LIGHTING -

LUMINAIRE HEADS AS INDICATED

BATTERY OPERATED EMERGENCY LIGHT SET, NO. OF

WITH THE 'E' ANNOTATION

2-LAMP FIXTURE WILL BE SHOWN SHADED OR UNSHADED

SUPPLIED FROM EMERGENCY POWER. A 1-LAMP OR

INDICATES 2 LAMPS OF A 3 OR 4 LAMP FIXTURE ARE

THE SHADED PORTION OF THE FLUORESCENT SYMBOL

FIXTURE, RESP. SUPPLIED FROM AN EMERGENCY CIRCUIT.

FEEDER, DEVICE OR FIXTURE, AND FLUORESCENT TYPE

CEILING AND WALL MOUNT TYPES INDICATED.

JUNCTION BOX, 4" SQUARE UNLESS NOTED OTHERWISE.

DIMMING CONTROL FOR LIGHTING

OVERLOADS (MOTOR RATED SWITCH)

MANUAL STARTER WITH THERMAL

DOUBLE POLE SINGLE THROW SWITCH

SINGLE POLE SWITCH

THREE WAY SWITCH

FOUR WAY SWITCH

SINGLE POLE SWITCH WITH PILOT LIGHT

TIMER OPERATED SWITCH

KEY OPERATED SWITCH

MOMENTARY CONTACT SWITCH

OUTLETS, NEMA 5-XX SERIES. DEFAULT SIZE IS 15A. SEE NOTE

CLOCKOUTLET, FO= FAN OUTLET, IG= ISOLATED GROUND TYPE

DUPLEX & SIMPLEX "SW" INDICATES SPLIT WIRED, CO=

2P,3W GROUNDING TYPE RECEPTACLE - 125V, CONVENTIONAL

FIXTURES

SWITCHED

IDENTIFY

WHERE USED,

C, ETC.

LETTERS A, B,

4'-0" UP

APPLICATIONS) UNLESS NOTED OTHERWISE

PLANS) IN SURFACE MOUNTED RACEWAY. WALL MOUNTED AT

RECEPTACLES SPACED AT INTERVAL INDICATED (SEE FLOOR

RECEPTACLE STRIP ASSEMBLY - DUPLEX NEMA 5-15

OTHERWISE.

BOTTOM OF THE OUTLET BOX, UNLESS INDICATED

BE MOUNTED 15 - INCHES A.F.F. AS MEASURED TO THE

8. ALL RECEPTACLE AND COMMUNICATION OUTLETS SHALL

ABBREVIATIONS SHEET FOR DEFINITIONS.

INDICATE SPECIAL CONSTRUCTION IS REQUIRED. SEE

7. LETTERS SUCH AS "WP", "EP" ADJACENT TO ANY SYMBOL

CONDUCTORS UNLESS INDICATED OTHERWISE.

6. SIZES OF WIRE AND CABLE ARE BASED ON COPPER

FIXTURE PER FIXTURE SCHEDULE.

ADJACENT TO SYMBOL INDICATES FIXTURE TYPE FOR EACH

(B) CAPITAL LETTER OR FIXTURE DESIGNATION INSIDE OR

WHEN ADJACENT TO THE FIXTURE SYMBOL.

NAME OR NUMBER DESIGNATION OR FOR SINGLE FIXTURE

FOR ENTIRE ROOM OR AREA WHEN ADJACENT TO THE ROOM

(A) INDICATES FIXTURE TYPE, PER FIXTURE SCHEDULE,

BOTH OF THE FOLLOWING METHODS:

5. ELECTRIC LIGHT FIXTURES ARE IDENTIFIED BY EITHER OR

(FILLED-IN) SYMBOL.

OPEN SYMBOL; NEW ITEMS WITH A THICK LINE OR CLOSED

4. EXISTING ITEMS ARE DESIGNATED BY A THIN LINE OR AN

3. NOT USED.

SHEET.

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS

ITEMS NOT COVERED BY THIS SHEET OR TO INDICATE

THIS SET OF DRAWINGS TO ESTABLISH SYMBOLS FOR

2. SUPPLEMENTAL ELECTRICAL LEGENDS MAY APPEAR IN

PREFERRED FORM IS SHOWN FIRST.

1. WHERE MORE THAN ONE SYMBOL FORMAT IS SHOWN, THE

234B1

NOTED

ELECTRIC WATER COOLER (DRINKING WATER DISPENSER) SIZE AS

RECESSED (FLUSH MOUNTED) TYPE, SEE SPECS

MOUNTED TYPE (ABOVE FLOOR SERVICE FITTING), 'R' DENOTES

INDIVIDUAL FLOOR OUTLET ASSEMBLY.'SM' DENOTES SURFACE

TO EXTEND ABOVE SUSPENDED CEILING. SEE NOTE 8.

RELOCATIBLE SERVICE POST ASSEMBLY - LENGTH AS REQUIRED

TELEPHONE, P= PUBLIC TELEPHONE, SEE NOTE 8.

THE DEVICE INDICATE IT IS FLOOR MOUNTED. HL=HOTLINE

WITHOUT LEG(S) REQUIRES DUPLEX JACKS. A SQUARE AROUND

CONFIGURATIONS (8 PIN JACKS). SEE SPECS. SYMBOL SYMBOL

TELEPHONE OUTLET, SINGLE AND DUPLEX JACK

DIMENSIONS AS INDICATED (W X D)

CABLE TRAY FOR COMMUNICATIONS AND DATA PROCESSING,

TELEPHONE TERMINAL CABINET, SIZE AS INDICATED

TELEPHONE TERMINAL BOARD (PLYWOOD BACKBOARD);

FEEDER DUCT (NO INSERTS).

IDENTIFY NOMINAL WIDTH; UFD IDENTIFIES A SECTION OF

DENOTES COMMUNICATIONS DUCT W/BUSHED FITTING; FIGURES

POWER DUCT WITH DUPLEX RECEPTACLES (NEMA 5-15), 'C'

SOLID DENOTES A DEVICE INSTALLATION; 'P' INDICATES A

(SEE SPECS.). OPEN CIRCLE DENOTES BLANK INSERT LOCATION,

MULTIOUTLET CONFIGURATION IN UNDERFLOOR DUCT SYSTEM

- PART WINDING TYPE.

REDUCED VOLTAGE TYPE, 'AT' - AUTO TRANSFORMER TYPE, 'PW"

FULL VOLTAGE TYPE (DEFAULT IF NOT INDICATED), 'RV' -

INDICATES: 'R' - REVERSING TYPE, '2S' - TWO SPEED TYPE, 'FV'-

NUMERAL DESIGNATES NEMA SIZE; LOWER LETTER, IF USED,

MOTOR CONTROLLER - MAGNETIC OR AS INDICATED, UPPER

MOTOR - USE AND SIZE AS INDICATED

COMBINATION STARTER W/EXTERNALLY OPERATED DISCONNECT

240V, 30A MIN)

DISCONNECT SWITCH, SIZE AND TYPE AS INDICATED (OR 3P,

EMERGENCY POWER OFF.

PUSHBUTTON CONTROL STATION - 1, 2, OR 3 BUTTONS "EPO" =

'MAN-OFF-AUTO' (OR 'H.O.A.)

LEGEND PLATE DESIGNATIONS WILL BE 'ON-OFF' AND

3 POSITION AS INDICATED. IF NOT SPECIFIED ELSEWHERE,

SELECTOR SWITCH (SEPARATE FROM STARTER)- 2 POSITION OR

THERMOSTAT - SEE MECH. SPECS, 5'-0" UP

SCHEDULE FOR SIZES, RATINGS, AND LOADS

(MIN) VERTICAL SECTIONS INDICATED. SEE DIAGRAM AND/OR

MOTOR CONTROL CENTER, FREE STANDING W/NO. OF 20" WIDE

SCHEDULE. OPEN SYMBOL INDICATES EXISTING

AND SURFACE MOUNTED TYPES, SEE CORRESPONDING PANEL

LIGHTING AND APPLIANCE TYPE PANELBOARD - FLUSH MOUNTED

DISTRIBUTION TYPE PANEL

DIMENSIONS, CLEARANCES, AND ELECTRICAL RATINGS

SPELLED OUT), SEE FLOOR PLANS AND DIAGRAMS FOR

MAIN SWITCH BOARD OR MAIN SWITCH GEAR (ABBREVIATED OR

DEVICE.

(FIGURES INDICATE RATING OF RECEPT AND OVERCURRENT

RECEPT. SYMBOL IDENTIFIES A BOX WITH RECEPTACLE ATTACHED

CIRCLE A PLUG IN BOX WITH BREAKER OR SWITCH (SEE SPECS),

REPRESENTS A POSITION WITH BLANK COVER ONLY, SOLID

INTERVALS, CURRENT RATING AS INDICATED. OPEN CIRCLE

BUS DUCT ASSEMBLY WITH PLUG-IN POWER BOX CAPABILITY AT 2'

EQUIPMENT GROUND RESPECTIVELY (AS APPLICABLE).

CONDUCTOR, NEUTRAL, EQUIPMENT GROUND, AND ISOLATED

DOT AND DOUBLE DOT HASH MARKS REPRESENT PHASE

BRANCH CIRCUIT AND FEEDER WIRING. LONG, SHORT, SINGLE

THE CIRCUIT IS TWO-WIRE (MIN #12 IN 1/2"C).

SEGMENTS. A CIRCUIT WITHOUT ANY DESIGNATION INDICATES

UNDERSTOOD TO APPLY TO ALL UNMARKED INTERVENING

SEGMENTS, AND END-OF-LINE DEVICES, REQUIRED QUANITY IS

IF HASH MARKS ARE OMITTED BETWEEN HOME-RUNS, TRANSITION

ARROWS AND LETTER/NUMERALS IDENTIFY HOME-RUN CIRCUITS.

CONDUIT ONLY - NO CONDUCTORS, PULL WIRE IF OVER 50'

LIGHT LINE - EXISTING, OR BY OTHER TRADES

COATED R.S. CONDUIT UNLESS INDICATED OTHERWISE

COMM OR POWER FEEDER INSTALLED UNDER FLOOR SLAB IN

HEAVY LINE - NEW ELECTRICAL WORK

MATCH LINES, ETC.)

(TO LIGHTING SHEET FROM POWER OR COMM DWG., ACROSS

FUTURE WORK OR ELECTRICAL ITEM REPEATED FOR CLARITY

(NEW LOCATION)

EXISTING EQUIPMENT; EXISTING EQUIPMENT AS RELOCATED

GENERATOR OR GENERATOR CONNECTION.

XRX

LP-2,4,6

MSGMSB

LP2

MCC-2

NOTE 5

20A

INTERIOR ELECTRICAL LEGEND

FIRE ALARM CONTROL PANEL, (SEE SPECS)

SPECS

W/OR W/O GRAPHIC REPRESENTATION, SEE

FIRE ALARM ANNUNCIATION PROVISIONS,

ANTENNA FOR FM RADIO TYPE), SEE SPECS

FIRE ALARM SIGNAL TRANSMITTING (WITH

MANUAL FIRE ALARM STATION - 4'-0" A.F.F.

"CO"=CARBON DIOXIDE

ABORT STATION. "F"= FIRE; "H"=HALON;

TUBULAR SENSING ELEMENT REQUIRED

RATE ("RATE ANTICIPATION") TYPE WITH

SEE SPECS; 'CR' INDICATES COMPENSATED

COMBINATION F.T. AND RATE OF RISE TYPE,

SYMBOL INDICATES FIXED TEMPERATURE OR

HEAT DETECTOR - UNDIFFERENTIATED

LOCATION IS NOT OTHERWISE INDICATED.

INSTALLED IN THE SUPPLY DUCT IF THE

DUCTS, A SINGLE DETECTOR WOULD BE

LOCATIONS ARE IN SUPPLY AND RETURN

DUCT DETECTORS ARE SHOWN IN PAIRS,

DUCT TYPE SMOKE DETECTOR. WHERE

PHOTOELECTRIC TYPE. 'D' STIPULATES A

PRESENT, STIPULATES IONIZATION OR

SMOKE DETECTOR. THE LETTER 'I' OR 'P', IF

SWITCH, SEE MECH. SPECS

VALVES, WATER FLOW INDICATOR AND FLOW

Y) VALVE, TAMPER SWITCH, ALARM CHECK

FIRE ALARM CONTACTS AT SOLENOID (OS &

24-INCH LIGHTNING AIR TERMINAL.

60-INCH LIGHTNING AIR TERMINAL.

LIGHTNING PROTECTION MAIN CONDUCTOR

NOTES:

ELECTRICAL POWER DIAGRAM LEGEND

40'-4 40'-4

12 MT

WP2#6

OHSOHS

4-#6 ACSR

3#1

OHPOHP

13.8KV

3#1

OHC OHC

1-#6 CWC

AFL

1#6

USE

4#8, TYPE

DBP DBP

DBS

DBCDBC

DBS

4P/2C

2C 2C

+3 SPARE

1-#3 600V

3-#3,15 KV

PB#4

EV EV

EPEP

PE PE

SSSS

2" C

LVP

400A

20 A

1600AF

1200AT

9KV

50A

1600A

FBFB

KWH

1200:5

(3)

AS A VS V

400 AT

0.3 s#2

GFI

50N 51N

27B3

+7'

EPS

E E

J J

S S S S

3/4HP

12" X 4"

TTB-2

36X24X6

TTC#4

3"P

UFD

EF-3 2HP

SS2PHOAS

400A

FCP FCP

FAA FAA

FSTFST

FFFF

F F F F C

STATIC GROUND ROD

FIXTURE C )

WALL FIXTURE - MOUNTING HEIGHT INDICATED (TO

(TO C ), ARROWS IDENTIFY DIRECTION OF EGRESS

WALL EXIT LIGHT - MOUNTING HEIGHT INDICATED

NUMERAL INDICATES IES TYPE DISTRIBUTION

INSTALLATION, WATTS AS INDICATED, ROMAN

POLE MOUNTED ROADWAY OR AREA LIGHTING

WALL MOUNTED (6'-8" A.F.F.) RESPECTIVELY

- FLASHING LIGHT, CEILING MOUNTED AND

FIRE ALARM WARNING DEVICE, VISIBLE ONLY

HORN AND MASS NOTIFICATION, 6'-8" A.F.F.

FIRE ALARM WARNING DEVICE - BELL, CHIME,

A.F.F.

NOTIFICATION, HORN, BELL, OR CHIME - 6'-8"

AND VISIBLE - FLASHING LIGHT WITH A MASS

F.A. WARNING DEVICE, COMBINED AUDIBLE

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

M R

G -0

.d g n

S O

U R I

E R P

R O J E

C T O

F F

O M

A H

N E

L E

C T

A L L

E G

E N

A N

S I

N G

E E

J D

M T J

G-005

W F -1

-B -0

A C

C E

S S C

O N

T R

O L

A N

D S

E C

U R

Y F

E N

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

XXXX

XXXXXX

XXXX

X X

XX XX

X X

F .F

E L E

B U

O R

E-PANEL

Unit

A/C

E-PANEL

A N

3/W

G w

INTERSTATE 29

BUILDING 51

J D

M T J

M R

G -0

.d g n

G-006

A N

S I

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

S O

U R I

E R P

R O J E

C T O

F F

O M

A H

E A M

A P L

O C

A T

N P

L A

INTERSTATE 80

INTERSTATE 680

INTERSTATE 480

INTERSTATE 29

OMAHA METRO

AREA

MISSOURI RIVER

INTERSTATE 680

DODGE PARK

PERSHING DRIVE

NO SCALE

AREA MAP

NO SCALE

LOCATION PLAN

ADMINISTRATION BUILDING

W F -1

-B -0

BUILDING 19

BUILDING 50

BUILDING 49

WAREHOUSE BUILDING 55

U. S. COAST GUARD BUILDING

U. S. C. G. GARAGE

BOAT LAGOON

S O

U R I R

E R

S O

U R I R

P E

R S

G D

P E

R S

G D

PROJECT LOCATION

NEW ACCESS DRIVE

TRAFFIC CONTROL NOTES

APPROVAL BY THE CONTRACTING OFFICER.

2. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR

COMPLETE CLOSURES.

THE CONTRACTING OFFICER ABOUT ALL OF THESE PARTIAL OR

CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH

LOCAL ROADS, DRIVEWAYS AND/OR PARKING AREAS DURING

1. THE CONTRACTOR MAY HAVE TO CLOSE ALL OR PART OF THE

CONSTRUCTION SECURITY NOTES

THE SECURITY PLAN.

FROM GOVERNMENT CONTROLLED LANDS AS IDENTIFIED WITHIN

THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED

7. THE TEMPORARY CHAINLINK SECURITY FENCE MATERIAL SHALL BE

THE SECURITY PLAN.

THE USE OF THIS EXISTING MATERIAL SHALL BE IDENTIFIED WITHIN

CONSTRUCTION OF THE TEMPORARY CHAINLINK SECURITY FENCE.

FENCE MATERIAL OF THE EXISTING BOUNDARY FENCE FOR THE

6. THE CONTRACTOR MAY USE ANY OF THE EXISTING CHAINLINK

SPECIFICATION SECTION 32 31 00.00 10 CHAIN LINK FENCE.

APPLICABLE PORTIONS OF DETAIL SHEETS CS501 AND CS503 AND

5. CHAINLINK SECURITY FENCE MATERIAL SHALL CONFORM TO THE

POSTS ARE NOT REQUIRED.

MINIMUM OF 3 FEET INTO THE SOIL. CONCRETE BASES FOR THE

POSTS AT 10 FOOT MAXIMUM SPACING. POST SHALL BE DRIVEN A

CONSIST OF 6 FOOT TALL CHAINLINK FABRIC ATTACHED TO DRIVEN

4. IF USED, THE TEMPORARY CHAINLINK SECURITY FENCE SHALL

SECURING THE SITE.

SECURITY FENCE, GUARDS OR SOME OTHER METHOD OF

3. THE SECURITY PLAN MAY CONSIST OF TEMPORARY CHAINLINK

THE CONTRACTING OFFICER.

THE SITE AND SHALL SUBMIT A SECURITY PLAN FOR APPROVAL BY

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF

CONTRACT.

REMAIN SECURE AT ALL TIMES DURING THE DURATION OF THE

1. THE CORPS OF ENGINEERS MISSOURI PROJECT OFFICE SITE SHALL

A C

C E

S S C

O N

T R

O L

A N

D S

E C

U R

Y F

E N

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

X X

F .F

E L E

B U

EE-PANEL

Unit

A/C

E-PANEL

ADMINISTRATION BUILDING

BUILDING 19

BUILDING 50

BUILDING 49

WAREHOUSE BUILDING 55

U. S. COAST GUARD BUILDING

U. S. C. G. GARAGE

NEW ACCESS DRIVE

J D

M T J

M R

B -1

.d g n

B-101

A N

S I

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

S O

U R I

E R P

R O J E

C T O

F F

O M

A H

N E

W F -1

-B -0

BOAT LAGOON

S O

U R I R

E R

S O

U R I R

P E

R S

G D

P E

R S

G D

P L

A N A

N D L

O G

CORE NO. 1

CORE NO. 2

CORE NO. 3

CORE NO. 4

CORE NO. 5

CORE NO. 6

CORE NO. 7

NO SCALE

PAVEMENT CORE LOCATION PLAN

16 JUNE 2015

CORE NO. 1

0.49 FEET ASPHALT

HARD PACKED GRAVEL

NO SCALE

PAVEMENT CORE LOGS

16 JUNE 2015

CORE NO. 2

16 JUNE 2015

CORE NO. 3

16 JUNE 2014

CORE NO. 4

16 JUNE 2015

CORE NO. 5

16 JUNE 2015

CORE NO. 6

16 JUNE 2015

CORE NO. 7

TOTAL = 0.54 FEET

0.05 FEET CHIP SEAL

0.47 FEET ASPHALT

TOTAL = 0.51 FEET

0.04 FEET CHIP SEAL

0.20 FEET ASPHALT

TOTAL = 0.35 FEET

0.15 FEET CHIP SEAL

0.26 FEET ASPHALT

TOTAL = 0.45 FEET

0.19 FEET CHIP SEAL

0.23 FEET ASPHALT

TOTAL = 0.50 FEET

0.27 FEET CHIP SEAL

0.24 FEET ASPHALT

TOTAL = 0.47 FEET

0.23 FEET CHIP SEAL

0.23 FEET ASPHALT

TOTAL = 0.42 FEET

0.19 FEET CHIP SEAL

SAND

ROCKY SOIL

COMPACTED GRAVEL

COMPACTED GRAVEL/SAND

P A

V E

M E

N T C

O R

E L

O C

A T

COMPACTED GRAVEL/SAND

CORING NOTES

LOCATION.

CONSIDERED REPRESENTATIVE OF THE PAVEMENTS AT THAT

ENCOUNTERED AT THEIR RESPECTIVE LOCATIONS AND ARE

1. THE LOGS FURNISHED REPRESENT THE TYPES OF PAVEMENT

A C

C E

S S C

O N

T R

O L

A N

D S

E C

U R

Y F

E N

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

U R I R

E R

B O

A T L

A G

O O

Piling

Inv. 975.50

3 Pilings

Inv. 976.78

El. 984.63

628.9r

Alum Survey Marker post tops

1 chain on

Area

Storage

Equipment

990 990

ELEV 990.732

E 2749440.733

N 579304.238

COE 3.5 IN BC

OBY-99-01

6' C/L with 3 strand B/W

XXXX

XXXXXX

XXXX

X X

XX XX

X X

F .F

E L E

B U

E-PANEL

J D

M T J

S U

R V

E Y P

L A

M R

V F .d g n

VF101

0 20' 40' 80'

SCALE: 1" = 40'-0"

0 400' 800'

KEY PLAN

A N

S I

N G

E E

E A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

S O

U R I

E R P

R O J E

C T O

F F

O M

A H

N E

COE 3.5 IN BC990.7322749440.733579304.238OBY-99-01

PID BBCT53990.3652749166.395577855.295BOATYARD 12

DESCRIPTIONELEVATIONEASTINGNORTHINGNAME

CONTROL DATA

CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)

FIELD SURVEY DATE: APRIL 2015.

TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS.3)

VERTICAL DATUM 1988 (NAVD 88). THEY ARE BASED ON CONTROL POINT BOATYARD 12.

ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN2)

NEBRASKA (2600). THEY ARE BASED ON CONTROL POINT BOATYARD 12.

AMERICAN DATUM OF 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:

GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH1)

WESTERN SURVEY NOTES

1. THE EASTERN FIELD SURVEY WAS DONE IN 1999.

EASTERN SURVEY NOTES:

W F -1

-B -0

A C

C E

S S C

O N

T R

O L

A N

D S

E C

U R

Y F

E N

Post

Anchor

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

F .F

E L E

B U

C R

O S S

S L O P

E W

A L K

Y P

990.95(EXIST.)

990.50(EXIST.)

T .O .C

S L P

993.3

993.8

993.3

993.8

S W

A L E

(E X

E L

TOP OF PR. R

ET W

ALL 9

88.0

BOTTOM O

F PR. R

ET W

ALL 9

84.0

P O F P R . R

E T

W A

B O

O M O F P R . R

E T

W A

P O

F PR

. R

ET W

ALL 988.0

TTO

M O

F PR

. R

ET W

ALL 984.0

TOP

OF P

ET W

ALL

2.0

BOTT

OF P

ET W

ALL

8.0

BOAT LAGOON

P e r s h i r i v e Inv. 976.60

Piling

Pilings

Wall

Steel Pile

Watercraft

Con. Slides for Large

Steps

Con.

Pad

Con.

Wall

Steel Pile

Ramp

Boat

Con.

Wall

Retaining

Wood

Sled Chutes

2' Wide Metal

S h e d

Inv. 974.49

Top 982.81

Unk. Util. M.H.

Posts

4' Metal12" CMP

E D

W A

T E

R T

N K

S L O P

DOCK CONNECTOR

IRON GIRDER

EXIST.

E L E

C T R

A L

T R

A N S F

O R

M E

E X

EXIST. 30"

ABANDONED

STEAM

TUNNEL

E X

F L O

A T

D O

O N

C R

E T E

Dock Connector

Iron Girder

INVERT=988.68

8IN METAL PIPE

INVERT=988.97

24IN CMP

989.80

989.86

MUD Gas Line

Approx Loc.

E-PANEL

989.95

990990

E-PANEL

6' C/L with 3 strand B/W

Box w/valve

1'x1' Metal

A S

P H

A L

E-PANEL

990.20

Con.

S Inv. 984.15

W Inv.984.20

Top 990.45

San. M.H.

ELEV 990.474

1ST FLOOR ELEV

BENCHMARK

Con.

Pad

Con.

Pad

A/C

ASPHALT

Meter

Gas

Bldg.

Bldg. 51A

Bldg.

ELEV 990.652

1ST FLOOR ELEV

BENCHMARK

x F.F. 990.67

Shut in Con. Bolted

1'x1' Metal Lid

990.72

Pipes

Gas

990.75

990.76

F.F. 990.77 x

990.78

F.F. 990.80 x

1" x F.F. 990.84 x F.F. 990.

990.87

G A

T E

990.89

990.95

E-PANEL

990.97

990.99

991.04

991.08

F.F. 991.10 x

991.11

F.F. 991.19 x

C H

A I

N L I

N C

E-PANELK

991.34

S s p

P e r s h i i v e

992.22

A s p

ELEV 992.727

NW-MOST TOP FLANGE BOLT

BENCHMARK

P e r s h i i v e

ELEV 992.950

NW-MOST TOP FLANGE BOLT

BENCHMARK

993.04

993.10

993.14

3/W

ELEV 993.601

1ST FLOOR ELEV

BENCHMARK

XXXX

XXXXXX

XXXX

X X

XX XX

X X

F .F

E L E

B U

E-PANEL

J D

M T J

S U

R V

E Y P

L A

M R

V F .d g n

VF102

0 20' 40' 80'

SCALE: 1" = 40'-0"

0 400' 800'

KEY PLAN

A N

S I

N G

E E

E A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

S O

U R I

E R P

R O J E

C T O

F F

O M

A H

N E

W F -1

-B -0

A C

C E

S S C

O N

T R

O L

A N

D S

E C

U R

Y F

E N

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

BOAT LAGOON

Piling

PilingInv. 974.96

975975

Wall

Sheet Pile for Barge

Anchor Point s T

E P

985 985

Eyelet

Anchor

INVERT=986.17

24IN CMP

Inv. 986.31

Eyelet

Anchor

987.77

INVERT

18IN CMP

988.17 988.23

988.25

El. 988.258

E 2749115.478

N 578072.975

COE Brass Cap

H A I

N L I

N C

988.65

988.80

988.88

989.03

989.15

989.17

989.21

989.22

989.27

INVERT

18IN CMP

989.27

989.29

989.36

989.40

Asp.

989.41

Court

Volleyball

Sand

989.44

989.49

989.52

989.57

Top 989.57

San. M.H.

989.57

989.58

989.59

989.61

989.63

E-PANEL

989.64

24"

989.68

Pad

Con.

989.71

989.74

Timbers

Landscape

Timbers

Landscape

Timbers

Landscape

989.79

989.81

989.84

S. Inv. 980.62

N. Inv. 980.52

Inv. 980.57

Top 989.87

San. M.H.

989.87

Full of water

Inv. 980.86

Top 989.96

San. M.H.

990990

A s p

990.13

C o n

990.23

990.24

990.26

El. 990.275

E 2748658.345

N 578532.801

COE Brass Cap

Unit

A/C

990.33

990.34

Con.

990.36

PUMP STATION

990.39

990.40 x

990.44

E. Inv. 986.23

S. Inv. 986.31

N. Inv. 986.26

Top 990.47

San. M.H.

990.49

C o n

Ramp

990.50

4" PVC

Flagpole

990.52

Asphalt

C o n

Pad

Con.

990.59

Pad in Cir. Con.

Lift Station

W o o d i e r

Pad

Con.

990.64

W. Inv. 987.02

S. Inv. 987.31

Top 990.66

San. M.H.

Asphalt

990.68

990.70

Garage

U.S.C.E.

C o e r

Con.

990.75

Gate

990.76

990.77

990.79

990.80

990.81

990.83

990.86

990.89

990.91

990.92

990.93

F.F 990.94 x

990.97

991.02 x x

991.07 x x

991.12

991.21

991.24

991.27

991.28

A s p

991.32

Con. Wall

6" Wide

30"

Asphalt

STUMP

36IN

991.46

991.47

991.50

S. Inv. 981.21

N. Inv. 981.16

Top 991.51

San. M.H.

991.56

A s p

991.63

991.76

991.84

991.89

991.92

991.96

992.01

992.07

Asphalt

992.10

992.11

992.13

992.17

W. Inv. 986.18

N. Inv. 986.18

Inv. 983.16

Top 992.16

Appears Abandoned

Poss. Storm M.H.

992.18

992.29

992.32

Asphalt

992.48

Con

ELEV 992.621

NW-MOST TOP FLANGE BOLT

BENCHMARK

Bldg. 55

Warehouse

Bldg.

U.S. Coast Guard

992.72

Meter

Gas

P e r s h i i v e

Loading Ramp

Adjustabel Steel

A s p

P e r s h i i v e x

ELEV 993.539

1ST FLOOR ELEV

BENCHMARK

F.F . 9

93.

x x F.F. 993.85

Dock

XXXX

XXXXXX

XXXX

X X

XX XX

X X

F .F

E L E

B U

E-PANEL

J D

M T J

S U

R V

E Y P

L A

M R

V F .d g n

VF103

0 20' 40' 80'

SCALE: 1" = 40'-0"

0 400' 800'

KEY PLAN

A N

S I

N G

E E

E A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

S O

U R I

E R P

R O J E

C T O

F F

O M

A H

N E

W F -1

-B -0

A C

C E

S S C

O N

T R

O L

A N

D S

E C

U R

Y F

E N

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

U R I R

Asphalt

3' high

10" wide

Con. Headwall

Inv. 982.84

N. Inv. 982.84

W. Inv. 983.59

Top 989.79

San. M.H.

C M

Building

Fuel Storage

Wood Frame

ELEV 990.365

E 2749166.395

N 577855.295

PID BBCT53

BOATYARD 12

Con.

6" PVC

C/O

San.

G a t e

Asphalt

990.81

F.F 990.85 x

S a t e

990.93

E E

991.03 x x

991.15

991.16

C H

A I

N L I

N C

991.21

Unknown

M.H. Type

Asphalt

6' C/L with 3 stra nd B/W

991.40

991.48

991.57

991.61

991.62 w t h s t r a

W w t h s t r a

991.77

991.80

Bldg.49

991.92

991.96

992.00

992.02

992.03

992.05

992.12

992.15

992.16

992.17

992.20

992.30

992.31

G A

T E

A N

992.42 Tower

Satellite Dish

Con

992.66

992.70

F.F . 9

92.

992.81

993.00

993.03

993.05

993.13

ELEV 993.616

NW-MOST TOP FLANGE BOLT

BENCHMARK

P e r s h i i v e

994.42

ELEV 994.422

NW-MOST TOP FLANGE BOLT

BENCHMARK

994.50

A s p

P e r s h i i v e

A s p

XXXX

XXXXXX

XXXX

X X

XX XX

X X

F .F

E L E

B U

E-PANEL

J D

M T J

S U

R V

E Y P

L A

M R

V F .d g n

VF104

0 20' 40' 80'

SCALE: 1" = 40'-0"

0 400' 800'

KEY PLAN

A N

S I

N G

E E

E A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

S O

U R I

E R P

R O J E

C T O

F F

O M

A H

N E

W F -1

-B -0

A C

C E

S S C

O N

T R

O L

A N

D S

E C

U R

Y F

E N

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

U R I R

E R

B O

A T L

A G

O O

6' C/L with 3 strand B/W

3 STRANDS BARBED WIRE (OPTION)

REMOVE 6' CHAINLINK FENCE WITH 12

XXXX

XXXXXX

XXXX

X X

XX XX

X X

F .F

E L E

B U

E-PANEL

J D

M T J

M R

C D

.d g n

CD101

0 20' 40' 80'

SCALE: 1" = 40'-0"

0 400' 800'

KEY PLAN

A N

S I

N G

E E

E A

D E

M O

N P

L A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

S O

U R I

E R P

R O J E

C T O

F F

O M

A H

N E

W F -1

-B -0

REMOVAL NOTES

COMPACTED IN COMPLIANCE WITH SPEC 31 00 00 EARTHWORK.

3. CONCRETE BASE HOLES SHALL BE BACK FILLED WITH SOIL AND

CONFORMING TO ALL LOCAL, STATE AND FEDERAL REGULATIONS.

MATERIALS OUTSIDE OF GOVERNMENT CONTROLLED LAND AND

AND REUSE. THE CONTRACTOR SHALL DISPOSE OF ALL REQUIRED

OF THE CONTRACTOR, EXCEPT MATERIAL INDICATED FOR SALVAGE

2. ALL FENCE MATERIAL REMOVED SHALL BECOME THE PROPERTY

BARBED WIRE, GATES AND ALL OTHER HARDWARE.

CHAINLINK FABRIC, POSTS, CONCRETE BASE, EXTENSION ARMS,

FENCE AND GATES AS INDICATED. REMOVAL SHALL INCLUDE

1. CONTRACTOR SHALL REMOVE ALL OF THE EXISTING CHAINLINK

A C

C E

S S C

O N

T R

O L

A N

D S

E C

U R

Y F

E N

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

F .F

E L E

B U

S W

A L E

E L

BOAT LAGOON

P e r s h i i v e

Piling

Pilings

Wall

Steel Pile

Watercraft

Con. Slides for Large

Steps

Con.

Pad

Con.

Post

Anchor

Wall

Steel Pile

Ramp

Boat

Con.

Wall

Retaining

Wood

Sled Chutes

2' Wide Metal

S h e d

Inv. 974.49

Top 982.81

Unk. Util. M.H.

DOCK CONNECTOR

IRON GIRDER

EXIST.

E X

F L O

A T

D O

O N

C R

E T E

Dock Connector

Iron Girder

E-PANEL

6' C/L with 3 strand B/W

A S

P H

A L

E-PANEL

Con.

Pad

Con.

Pad

A/C

ASPHALT

Bldg.

Bldg. 51A

Bldg.

x F.F. 990.67

Shut in Con. Bolted

1'x1' Metal Lid

F.F. 990.77 x

F.F. 990.80 x

1" x F.F. 990.84 x F.F. 990.

G A

T E

E-PANEL

F.F. 991.10 x

F.F. 991.19 x

C H

A I

N L I

N C

E-PANEL

S s p

P e r s h i i v e

A s p

P e r s h i i v e

REMOVE 6' CHAINLINK FENCE

SHALL REMAIN

EXISTING KEY PAD

SHALL REMAIN & BE REUSED

EXISTING GATE OPERATOR

CHAINLINK FENCE

REMOVE 6'

AND OTHER EQUIPMENT

TRUCK & ROLLER ASSEMBLIES

GATE, SALVAGE & REUSE

REMOVE EXISTING SLIDE

3 STRANDS BARBED WIRE (OPTION)

REMOVE 6' CHAINLINK FENCE WITH

POST

CORNER

REMOVE

XXXX

XXXXXX

XXXX

X X

XX XX

X X

F .F

E L E

B U

E-PANEL

J D

M T J

M R

C D

.d g n

CD102

0 20' 40' 80'

SCALE: 1" = 40'-0"

0 400' 800'

KEY PLAN

A N

S I

N G

E E

E A

D E

M O

N P

L A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

S O

U R I

E R P

R O J E

C T O

F F

O M

A H

N E

W F -1

-B -0

A C

C E

S S C

O N

T R

O L

A N

D S

E C

U R

Y F

E N

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

BOAT LAGOON

" s

T E

H A I

N L I

N C

Asp.

EE-PANEL

Pad

Con.

A s p

C o n

Con.

C o n

Ramp

Asphalt

C o n

Pad

Con.

Pad

Con.

Asphalt

Garage

U.S.C.E.

Con.

F.F 990.94 x x x x s p

Con. Wall

6" Wide

Asphalt

A s p

Asphalt

Con

Bldg. 55

Warehouse

Bldg.

U.S. Coast Guard

P e r s h i i v e

Adjustabel Steel

A s p

P e r s h i i v e x

F.F . 9

93.

x x F.F. 993.85

Dock

REMOVE 6' CHAINLINK FENCE

TO EXISTING JOINTS

REMOVE CONCRETE SIDEWALK

NEEDED AND RELOCATE

REMOVE EXISTING SHRUBS AS

XXXX

XXXXXX

XXXX

X X

XX XX

X X

F .F

E L E

B U

E-PANEL

J D

M T J

M R

C D

.d g n

CD103

0 20' 40' 80'

SCALE: 1" = 40'-0"

0 400' 800'

KEY PLAN

A N

S I

N G

E E

E A

D E

M O

N P

L A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

S O

U R I

E R P

R O J E

C T O

F F

O M

A H

N E

W F -1

-B -0

A C

C E

S S C

O N

T R

O L

A N

D S

E C

U R

Y F

E N

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N…

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File details come from the government source that posted it. Updated Nov 14, 2017.