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PDF 11 MB Posted Oct 31, 2017

Attached to: 13 ASOS Expansion, Fort Carson, CO Federal contract opportunity
Solicitation number: W9128F-18-R-0001
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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Am-0002_W9128F-18-R-0001.pdf	PDF	Nov 21, 2017
RTA_W9128F-18-R-0001_13-ASOS-EXPANSION-ASOC_RFP.pdf	PDF	Oct 31, 2017

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US Army Corps of Engineers

OMAHA DISTRICT

13 ASOS EXPANSION

FT. CARSON, CO (FY18)

(AIR SUPPORT OPERATIONS CENTER)

SOLICITATION NO. W9128F-18-R-0001

Omaha District of Engineers

US Army Corps

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

SECTION

CADD

PROJECT COORD.

DATE

CHIEF, DESIGN BRANCH

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.

ENGINEERING DIVISION, P.E.

CHIEF,

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES

ENGINEERING & SCIENCES BRANCH

CHIEF, GEOTECHNICAL

ENGINEERING BRANCH

CHIEF, HYDROLOGIC

FUELS

ARCH. / INTER.

ELEC.

MECH.

CIVIL / ENVIR.

STRUCT.

GEOT.

(FOUO)

OCTOBER 2017

ADVERTISEMENT SET

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

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

F C

A U

G -0

.d g n

L .B .C

G-002

S O

S E

X P

A N

N /0

F T

C A

R S

O N

C O F

U P

P O

R T O

P E

R A

N S C

E N

T E

W F -1

-R -0

V O

L U

M E I

N D

E X

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

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

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

F C

A U

G -0

TYP

TSTAT

TRANS

TOPO

TOIL

T.C.

TK BD

THRES

THK

TGL

TERM

TER

TEMP

TEL

TECH

TDD

TCA

TAN

TYPICAL

TELEVISION

THERMOSTAT

TRANSVERSE

TOPOGRAPHY

TOILET

TOP OF CURB

TOP OF

TACK BOARD

THRESHOLD

THICKNESS

TOGGLE

TERMINAL

TERRAZZO

TEMPERATURE

TELEPHONE

TECHNICAL

TOP ELEVATION

TUBULAR DAYLIGHTING DEVICE

TILE COUNCIL of AMERICA

TANGENT

TREAD

L .B .C

A B

B R

E V

N S

G-003

S O

S E

X P

A N

U P

P O

R T O

P E

R A

N S C

E N

T E

F T

C A

R S

O N

C O F

W F -1

-R -0

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

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

F C

A U

G -0

L .B .C

L E

G E

N D

G-004

S O

S E

X P

A N

U P

P O

R T O

P E

R A

N S C

E N

T E

F T

C A

R S

O N

C O F

W F -1

-R -0

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

F C

A U

G -0

.L .O

L .B .C

S .L .O

E L E

C T

A L L

E G

E N

G-005

S O

S E

X P

A N

U P

P O

R T O

P E

R A

N S C

E N

T E

F T

C A

R S

O N

C O F

W F -1

-R -0

(BU

ILD

G 9092)

SKY R

AID

ROUTE 5A

(BU

ILD

G 9093)

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

GATE 20

GATE 19

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

F C

A U

G -0

.d g n

S O

S E

X P

A N

U P

P O

R T O

P E

R A

N S C

E N

T E

F T

C A

R S

O N

C O F

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

NELS

LVD.

W C

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

P R

U S S

M A N B

U S

B L V D

0 2000 4000

A N

S I

E C

A P

W C

G-006

LAYDOWN AREA

STAGING AND

ONTRACTORC

AREA

LAYDOWN

SCIF

CENTER (ASOC)

OPERATIONS

AIR SUPPORT

CANOPY

STORAGE

ASOC

200'0 100'

L O

C A

N P

L A

C O

N T

R A

C T

O R S

T A

G A

R E

A C

O N

T R

A C

T O

R S

T A

G A

R E

W F -1

-R -0

(PROPOSED LOCATION)

CONSTRUCTION FENCE

6-FT CHAIN-LINK PERIMETER

5. SEE SPECIFICATION 01 89 00 FOR FURTHER STAGING AND LAYDOWN AREA DETAILS.

4. SEE CSP FOR FURTHER CONSTRUCTION SECURITY DETAILS.

CONTRACTING OFFICER FOR APPROVAL.

3. CONTRACTOR SHALL DEVELOP A CONSTRUCTION PERIMETER BOUNDARY AND COORDINATE WITH

SEPARATE PERIMETER ESTABLISHED PER THE CONSTRUCTION SECURITY PLAN (CSP).

2. CONTRACTOR SHALL MAINTAIN ACCESS CONTROL TO THE ENTIRE SITE UNTIL THE SCIF HAS A

PREPARATION PRIOR TO CONSTRUCTION DUE TO EXISTING SOIL STOCKPILING.

1. CONTRACTOR STAGING AND LAYDOWN AREA (WITH SCIF LAYDOWN) WILL REQUIRE GRADE

NOTES:

ACADEMY BLVD

T E R S T A T E

C H

E S A

V E

MAIN GATE (GATE 1)

(GATE 4)

"B" STREET GATE

SECURITY CHECKPOINT

GATE 3 - CONTRACTOR'S

GATE 6

ACCESS ROUTE

CONTRACTOR'S

W E T Z E L A

V E

B U

T T S R

SKY RAIDER LN.

SCALE: 1" = 2000'

GATE 5

CONTRACTOR STAGING AREA

PROJECT LOCATION AND

SCALE: 1" = 100'

(PROPOSED SIZE)

AGGREGATE POV PARKING

S P E C

K E R A

V E

(BUILDING 9092)

(BUILDING 9091)

SKY RAIDER LN

R O

(BUILDING 9093)

(BUILDING 9092)(BUILDING 9091)SKY RAIDER LNS

K Y R

E R L

R O

(BUILDING 9093)

A B

B U R

A S P

H A

L T

MATES

ACCESS

ROAD

E X

A C

A S P

H A L T

C P

F E

C P

EXI

STI

N G D

T A

N K

R A

C O

N C

DIRT

G A

TEP

O V'

S N

ROUTE 5

DIRT

C O

STR

U C

O N

STO

G A

R O

D U

M P

LLC

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

C P

0 500' 1000'

KEY PLAN SCALE: 1" = 500'

SCALE: 1" = 50' - 0"

100'0 50'

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

F C

A U

B -1

.d g n

S O

S E

X P

A N

U P

P O

R T O

P E

R A

N S C

E N

T E

F T

C A

R S

O N

C O F

(ASOC)

AIR SUPPORT OPERATIONS CENTER

ASOC STORAGE CANOPY

SWMU 19

SOIL BORING LOCATION AND DESIGNATIONFC17-01

SEE SHEETS B-301 & B-302 FOR SOIL BORING LOGS.

LEGEND:

NOTE:

1,4-DIOXANE GROUNDWATER PLUME (APPROXIMATE LIMIT)

A N

S I

B P

C A

G G

S O

O R

G L

O C

A T

N P

L A

B-100

W F -1

-R -0

FC17-07

FC17-08

FC17-09

FC17-01

FC17-02

FC17-03

FC17-06

FC17-05

FC17-04

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

N M LL PI

E L E

V A

N F

E E

T N

A V

E L E

V A

N F

E E

T N

A V

FC17-01

Ground water table not encountered

FEB. 9, 2017

N M LL PI

FC17-02

Ground water table not encountered

FEB. 8, 2017

N M LL PI

FC17-03

Ground water table not encountered

FEB. 8, 2017

N M LL PI

FC17-04

Ground water table not encountered

FEB. 7, 2017 N M LL PI

FC17-05

Ground water table not encountered

FEB. 9, 2017

N M LL PI

FC17-06

Ground water table not encountered

FEB. 7, 2017

ELEV. 5815.12 FEET

ELEV. 5818.06 FEET

ELEV. 5808.99 FEET

ELEV. 5811.11 FEET

ELEV. 5812.93 FEET

ELEV. 5815.21 FEET

E L E

V A

N F

E E

T N

A V

E L E

V A

N F

E E

T N

A V

2/10 C.I.

C.I. 2/9

C.I. 2/8 C.I. 2/8

38 21

31 13

8.3

9.3 medium stiff, 70% fines, fine sand, dry LEAN CLAY WITH SAND, grayish brown, 10.2

8.9 CL

10.9 37 19

9.4

2/9 C.I.

medium stiff, fines, fine sand, damp LEAN CLAY WITH SAND, grayish brown, CL

60 41 13.2 7.7

84% fines, fine to coarse sand, dry FAT CLAY WITH SAND, dark gray, very stiff, fines, fine to coarse sand, dry FAT CLAY WITH SAND, dark gray, very stiff, very stiff, fines, fine to coarse sand, dry LEAN CLAY WITH SAND, dark grayish brown, CL

fines, fine to coarse sand, damp, trace rootlets FAT CLAY WITH SAND, dark gray, very stiff, 13.7

9.5

2/10 C.I.

medium stiff, fines, fine sand, damp LEAN CLAY WITH SAND, grayish brown, CL

fines, fine to coarse sand, damp LEAN CLAY WITH SAND, grayish brown, stiff, 8.5

8.4 trace rootlets to 5.5 feet, trace white mineralization very stiff, 77% fines, fine to coarse sand, dry, LEAN CLAY WITH SAND, dark grayish brown, trace rootlets, trace white mineralization stiff to very stiff, fines, fine to coarse sand, dry, LEAN CLAY WITH SAND, dark grayish brown, fines, fine sand, dry, trace white mineralization LEAN CLAY WITH SAND, grayish brown, stiff, trace rootlets, trace white mineralization very stiff, 75% fines, fine to coarse sand, dry, LEAN CLAY WITH SAND, grayish brown, trace rootlets to 5 feet, trace white mineralization stiff to very stiff, fines, fine to coarse sand, damp, LEAN CLAY WITH SAND, dark grayish brown, trace rootlets, trace iron oxide staining very stiff, fines, fine to coarse sand, damp, LEAN CLAY WITH SAND, dark grayish brown, white mineralization very stiff, fines, fine to coarse sand, dry, trace LEAN CLAY WITH SAND, dark grayish brown, rootlets to 5 feet very stiff, fines, fine to coarse sand, damp, trace LEAN CLAY WITH SAND, dark grayish brown, fine sand, damp, trace rootlets, trace white mineralization LEAN CLAY WITH SAND, light yellowish brown, stiff, 83% fines, mineralization fines, fine to coarse sand, damp, trace rootlets, trace white LEAN CLAY WITH SAND, dark grayish brown, very stiff, fines, fine sand, dry, trace white mineralization LEAN CLAY WITH SAND, dark grayish brown, stiff to very stiff, some fine sand, little medium sand, trace coarse sand, dry SILTY SAND, light yellowish brown, loose, 33% fines, BORING LEGEND

FC17-01

SO4

% fines

DRILL HOLE NUMBER

DATE BORING COMPLETED

NATURAL MOISTURE CONTENT IN PERCENT

LIQUID LIMIT

PLASTICITY INDEX

STANDARD PENETRATION BLOW COUNT.

NUMBER OF BLOWS FOR A 140-POUND WEIGHT

DROPPING 30 INCHES, TO DRIVE A 2-INCH

OUTSIDE DIAMETER SAMPLER, 1 FOOT.

SULFATE ION CONTENT IN SOIL, PERCENT

PERCENT OF SOIL BY DRY WEIGHT PASSING

THE NO. 200 SIEVE

FEB. 7, 2017

C.I. 6/2 HOLE CAVE-IN DEPTH AND DATE

SURVEYED TOP OF BORING ELEVATION (NAVD 88 DATUM)ELEV. 5862.2 FEET

BORING NOTES

1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF FIELD AND

LABORATORY DATA. THE TERMS "DRY, MOIST, WET, ETC." ARE FIELD DESCRIPTIONS MADE

BY THE INSPECTOR IN THE FIELD AT THE TIME OF DRILLING. SEE "M" ON THE CONDENSED

LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.

LOG OF BORINGS FOR LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.

2. THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED AT THEIR RESPECTIVE

LOCATIONS AND ARE CONSIDERED REPRESENTATIVE OF THE SOILS AT THAT LOCATION.

3. FIELD LOGS, LABORATORY TEST RESULTS, AND ALL RELATED GEOTECHNICAL STUDIES AND

REPORTS, ARE ON FILE IN THE OMAHA DISTRICT OFFICE AND ARE AVAILABLE FOR EXAMINATION

BY ANY INTERESTED CONTRACTOR AT SAID OFFICE.

4. GROUND WATER WAS NOT ENCOUNTERED IN ANY OF THESE BORINGS. HOWEVER, THE GROUND

WATER TABLE CAN FLUCTUATE APPRECIABLY AT DIFFERENT SEASONS OF THE YEAR OR FROM

YEAR TO YEAR DEPENDING LARGELY ON CLIMATIC CONDITIONS. THE CONTRACTOR SHOULD SATISFY

HIMSELF AS TO THE GROUND WATER CONDITIONS.

5. REFUSAL (N=60+) IS DEFINED AS A CUMULATIVE BLOW COUNT EXCEEDING 60 IN ANY SIX INCH INTERVAL OF THE STANDARD PENETRATION TEST (SPT). ONCE REFUSAL IS ENCOUNTERED, THE SPT IS

DISCONTINUED.

7. FOR SOIL BORING LOCATIONS, SEE SHEET B-100.

6. NOTE THAT BORING LOGS INDICATE THAT HARD SOILS AND SPT VALUES EXCEEDING 60

WERE ENCOUNTERED.

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

F C

A U

B -3

S O

S E

X P

A N

F T

C A

R S

O N

C O F

U P

P O

R T O

P E

R A

N S C

E N

T E

C A

T J

A N

S I

B-301

N .T .S

B P

S O

O R

G L

O G

S L E

G E

N D N

O T

E S

D R

L H

O L E

S F

C -0

H R

O U

G H F

C -0

W F -1

-R -0

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

N M LL PI

FC17-07

N M LL PI

FC17-08

N M LL PI

FC17-09

FEB. 7, 2017

ELEV. 5813.45 FEET

ELEV. 5812.18 FEET

FEB. 9, 2017

FEB. 8, 2017

ELEV. 5811.46 FEET

E L E

V A

N F

E E

T N

A V

E L E

V A

N F

E E

T N

A V

60+

Ground water table not encountered

Auger refusal at 44.0 ft

C.I. 2/8

C.I. 2/9

60+

Auger refusal at 32.5 ft

Ground water table not encountered

C.I. 2/10

60+

Auger refusal at 31.0 ft

Ground water table not encountered

14.4

11.5

48 29

36 21 stiff, fines, fine sand, dry, trace rootlets LEAN CLAY WITH SAND, light yellowish brown, stiff, fines, fine to coarse sand, dry LEAN CLAY WITH SAND, dark grayish brown, very white mineralization fine sand, dry, trace iron oxide staining, trace FAT CLAY WITH SAND, dark gray, hard, fines, staining staining, trace white mineralization, trace manganese gray, hard, fines, 79% fine sand, dry, trace iron oxide

LEAN CLAY WITH SAND (WEATHERED SHALE),

62% fines, fine to coarse sand, dry, trace rootlets SANDY LEAN CLAY, grayish brown, very stiff, pH=8.1, resistivity=196 ohm-cm, SO =0.34% fine to medium sand, dry, trace white mineralization, FAT CLAY WITH SAND, dark gray, very stiff, fines, white mineralization stiff, fines, fine sand, dry, trace rootlets, trace LEAN CLAY WITH SAND, light yellowish brown, mineralization fine to medium sand, dry, trace rootlets, trace white FAT CLAY WITH SAND, dark gray, very stiff, fines, CL

9.9

10.3

40 24 iron oxide staining to coarse sand, dry, trace white mineralization, trace FAT CLAY WITH SAND, dark gray, hard, fines, fine

10.3

12.9 staining, becomes bluish gray at 27 feet staining, trace white mineralization, trace manganese gray, hard, fines, fine sand, dry, trace iron oxide

LEAN CLAY WITH SAND (WEATHERED SHALE),

37 21

staining, becomes bluish gray at 30 feet staining, little white mineralization, trace manganese gray, hard, fines, fine sand, dry, trace iron oxide

LEAN CLAY WITH SAND (WEATHERED SHALE),

fines, fine sand, damp LEAN CLAY WITH SAND, grayish brown, medium stiff, resistivity=162 ohm-cm, SO =0.42% oxide staining, trace manganese staining, pH=8.1, to coarse sand, dry, white mineralization, trace iron FAT CLAY WITH SAND, dark gray, hard, fines, fine trace rootlets, trace white mineralization stiff to very stiff, fines, fine to coarse sand, dry, LEAN CLAY WITH SAND, dark grayish brown, fines, fine sand, dry, trace iron oxide staining LEAN CLAY WITH SAND, grayish brown, stiff, 32% fines, fine to coarse sand, dry CLAYEY SAND, grayish brown, medium dense, fine sand, damp, trace rootlets, trace white mineralization LEAN CLAY WITH SAND, grayish brown, stiff, fines, trace rootlets, trace to little white mineralization stiff to medium stiff, fines, fine to coarse sand, dry, LEAN CLAY WITH SAND, dark grayish brown, very iron oxide staining, trace white mineralization grayish brown, hard, 77% fines, fine sand, dry, trace

LEAN CLAY WITH SAND (WEATHERED SHALE),

NOTES:

1. FOR SOIL BORING LOCATIONS, SEE SHEET B-100.

2. FOR SOIL BORING NOTES AND LEGEND, SEE SHEET B-301.

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

F C

A U

B -3

S O

S E

X P

A N

F T

C A

R S

O N

C O F

U P

P O

R T O

P E

R A

N S C

E N

T E

D R

L H

O L E

S F

C -0

H R

O U

G H F

C -0

N .T .S

A N

S I

S O

O R

G L

O G

B-302

B P

C A

T J

W F -1

-R -0

(BUILDING 9092)(BUILDING 9091)SKY RAIDER LNS

K Y R

E R L

R O

(BUILDING 9093)

A B

B U R

A S P

H A

L T

MATES

ACCESS

ROAD

E X

A C

A S P

H A L T

C P

F E

C P

EXI

STI

N G D

T A

N K

R A

C O

N C

DIRT

G A

TEP

O V'

S N

ROUTE 5

DIRT

C O

STR

U C

O N

STO

G A

R O

D U

M P

LLC

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

(BUILDING 9092)

(BUILDING 9091)

SKY RAIDER LN

R O

(BUILDING 9093)

C O

S A

NS A

C B

5 5795

S A

NS A

S A

NS A

0 500' 1000'

KEY PLAN SCALE: 1" = 500'

SCALE: 1" = 50' - 0"

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

F C

A U

V F .d g n

S O

S E

X P

A N

U P

P O

R T O

P E

R A

N S C

E N

T E

F T

C A

R S

O N

C O F

A N

S I

E C

A P

W C

O V

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A L L E

G C

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N S P

L A

VF100

BRASS CAP IN CONCRETE5867.5733202094.9981325164.961SC10

NGS BRASS CAP5891.1463207357.1841311677.109FOUNTAIN

DESCRIPTIONELEVATIONEASTINGNORTHINGNAME

CONTROL DATA

7) ALL UNDERGROUND UTILITIES WERE LOCATED BY CONTRACTOR.

6) ALL UTILITIES WERE LOCATED BY SURFACE INDICATION ONLY.

5) COMBINED GRID FACTOR IS: 0.99968485

4) CONTOUR INTERVAL IS 1 US SURVEY FOOT.

SURVEY DATE: FEBRUARY 2017.

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

BASED ON CONTROL POINT SC10.

THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE

2) ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO

BASED ON CONTROL POINT SC10.

COORDINATE SYSTEM FOR: COLORADO CENTRAL (0502). THEY ARE

REFER TO THE NORTH AMERICAN DATUM of 1983 (NAD 83) STATE PLANE

1) GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND

SURVEY NOTES

1) SEE SHEET G-004 FOR LEGEND

NOTES

AGGREGATE ROADWAY

A S

P H

A L T R

O A

D W

A Y

W F -1

-R -0

Y R

E R L

R O

(BUILDING 9093)

A B

B U R

A S P

H A

L T

MATES

ACCESS

ROAD

E X

A C

A S P

H A L T

C P

F E

C P

EXI

STI

N G D

T A

N K

R A

C O

N C

DIRT

G A

TEP

O V'

S N

ROUTE 5

DIRT

C O

STR

U C

O N

STO

G A

R O

D U

M P

LLC

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

R O

-0

VER

LASTI

VER

LASTI

-0

SCALE: 1" = 30' - 0"

60'0 30'

0 500' 1000'

KEY PLAN SCALE: 1" = 500'

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

F C

A U

V F .d g n

S O

S E

X P

A N

U P

P O

R T O

P E

R A

N S C

E N

T E

F T

C A

R S

O N

C O F

A N

S I

E C

A P

W C

A R

E A

E X

G C

O N

N S P

L A

VF101

7) ALL UNDERGROUND UTILITIES WERE LOCATED BY CONTRACTOR.

6) ALL UTILITIES WERE LOCATED BY SURFACE INDICATION ONLY.

5) COMBINED GRID FACTOR IS: 0.99968485

4) CONTOUR INTERVAL IS 1 US SURVEY FOOT.

SURVEY DATE: FEBRUARY 2017.

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

BASED ON CONTROL POINT SC10.

THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE

2) ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO

BASED ON CONTROL POINT SC10.

COORDINATE SYSTEM FOR: COLORADO CENTRAL (0502). THEY ARE

REFER TO THE NORTH AMERICAN DATUM of 1983 (NAD 83) STATE PLANE

1) GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND

SURVEY NOTES

1) SEE SHEET G-004 FOR LEGEND

NOTES

W F -1

-R -0

K Y R

E R L

R O

(BUILDING 9093)

A B

B U R

A S P

H A

L T

MATES

ACCESS

ROAD

E X

A C

A S P

H A L T

C P

F E

C P

EXI

STI

N G D

T A

N K

R A

C O

N C

DIRT

G A

TEP

O V'

S N

ROUTE 5

DIRT

C O

STR

U C

O N

STO

G A

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D U

M P

LLC

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

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2 3

4 5

M A

R K

A P

P R

D A

T E

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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

SCALE: 1" = 30' - 0"

60'0 30'

0 500' 1000'

KEY PLAN SCALE: 1" = 500'

(BUILDING 9092)

(BUILDING 9091)

SKY RAIDER LN

(BUILDING 9093)

C O

VER

LASTI

VER

8I N P

VER

8I N P

VER

8I N P

VER

C P

IN16

IN 8

S A

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VER

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VER

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" P

VER

N W " P

VER

W " P

IN30

2I N

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5 5795

VER

LASTI

S A

NS A

VER

O U T

E 8" P

VER

N W " P

VER

N W " P

2I N

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VER

2I N

T O

VER

T O

U T

N 4" C

VET

W 2" P

VER

S 4" C

4I N

2I N2I

2I N4I

N3I N

4" C

VER

T O

U T

VER

4I N

2I N

S A

NS A

4I N

2I N

6I N

C P

VER

M P

VER

M P

8" C

VER

T O

U T

VER

LASTI

" P

VER

T O

U T

VER

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

F C

A U

V F .d g n

S O

S E

X P

A N

U P

P O

R T O

P E

R A

N S C

E N

T E

F T

C A

R S

O N

C O F

A N

S I

E C

A P

W C

A R

E A

E X

G C

O N

N S P

L A

VF102

7) ALL UNDERGROUND UTILITIES WERE LOCATED BY CONTRACTOR.

6) ALL UTILITIES WERE LOCATED BY SURFACE INDICATION ONLY.

5) COMBINED GRID FACTOR IS: 0.99968485

4) CONTOUR INTERVAL IS 1 US SURVEY FOOT.

SURVEY DATE: FEBRUARY 2017.

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

BASED ON CONTROL POINT SC10.

THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE

2) ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO

BASED ON CONTROL POINT SC10.

COORDINATE SYSTEM FOR: COLORADO CENTRAL (0502). THEY ARE

REFER TO THE NORTH AMERICAN DATUM of 1983 (NAD 83) STATE PLANE

1) GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND

SURVEY NOTES

1) SEE SHEET G-004 FOR LEGEND

NOTES

W F -1

-R -0

SKY RAIDER LN

R O

(BUILDING 9093)

(BUILDING 9092)(BUILDING 9091)SKY RAIDER LNS

K Y R

E R L

R O

(BUILDING 9093)

A B

B U R

A S P

H A

L T

MATES

ACCESS

ROAD

E X

A C

A S P

H A L T

C P

F E

C P

EXI

STI

N G D

T A

N K

R A

C O

N C

DIRT

G A

TEP

O V'

S N

ROUTE 5

DIRT

C O

STR

U C

O N

STO

G A

R O

D U

M P

LLC

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

C P

0 500' 1000'

KEY PLAN SCALE: 1" = 500'

SCALE: 1" = 50' - 0"

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

F C

A U

C S .d g n

S O

S E

X P

A N

U P

P O

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P E

R A

N S C

E N

T E

F T

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