OF64 - ADVERTISEMENT.PDF

PDF 32 MB Posted Jun 29, 2021

Attached to: Offutt AFB Flight Line Support Facilities Federal contract opportunity
Solicitation number: W9128F-21-R-0092
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal solicitation seeking flight line support facilities services at Offutt Air Force Base. The solicitation number is W9128F-21-R-0092 and is being issued by the Department of the Army Corps of Engineers Engineering District Omaha. The opportunity involves providing support and maintenance for flight line facilities at Offutt AFB, as outlined in the specification and bridging drawings appendices. Offerors are asked to respond by the stated deadline in order to be considered for award and commencement of the contract period.

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Other files for this federal contract opportunity

Other files attached to Offutt AFB Flight Line Support Facilities, newest first.
File	Type	Posted
Am_0005.pdf	PDF	Aug 17, 2021
Am_0004-Drawing.pdf	PDF	Aug 16, 2021
Am_0003.pdf	PDF	Aug 16, 2021
Am_0003-Drawings.pdf	PDF	Aug 16, 2021
Am_0002.pdf	PDF	Aug 16, 2021
Am_0002-Drawings.pdf	PDF	Aug 16, 2021
Appendix D-Rcd Dwgs-All Buildings Combined-AM03.pdf	PDF	Aug 16, 2021
Am_0004.pdf	PDF	Aug 16, 2021
Appendix G.pdf	PDF	Jul 23, 2021
Appendix F.pdf	PDF	Jul 23, 2021
Am_0001.pdf	PDF	Jul 23, 2021
Am_0001-Drawings.pdf	PDF	Jul 23, 2021
Appendix H.pdf	PDF	Jul 23, 2021
Appendix D - Record Drawings.pdf	PDF	Jun 29, 2021
W9128F-21-R-0092-Specs.pdf	PDF	Jun 29, 2021

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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

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

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...\OF\OF64\40000 Design Products\CAD_BIM\_Sheets\ABBREVIATIONS

ABBREVIATIONS

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CROSS GRAINCRG

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CATCH BASINCB

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BRITISH THERMAL UNITBtu

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BACK PLASTER(ED)BP

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BED JOINTBJT

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AMERICAN WIRE GAUGEAWG

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AMERICAN REFRIGERATION INSTITUTEARI

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AMERICAN NATIONAL STANDARDS INSTITUTEANSI

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FIREPROOFFP

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FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

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FLEXIBLEFLEX

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FLUSH JOINTFJT

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FINISH FLOORFIN FLR

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FIGUREFIG

FLAT HEAD WOOD SCREWFHWS

FIRE HOSE STATIONFHS

FIRE HOSE RACKFHR

FLAT HEAD MACHINE SCREWFHMS

FIRE HOSE CABINETFHC

FLAT HEADFH

FIRE HYDRANTFH

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FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER BRACKETFEB

FIRE EXTINGUISHERFE

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FIRE DAMPERFDMPR

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FRESH AIR INTAKEFAI

FIRE APPARATUS CLOSETFAC

FRESH AIRFA

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EXHAUST AIREXH A

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ELECTRIC WATER COOLEREWC

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NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

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MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

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MISCELLANEOUSMISC

MIRRORMIRR

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YARDYD

TRANSFORMERXFMR

WELDED WIRE REINFORCEMENTWWR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WAINSCOTWSCT

WASTE STACKW.S.

WATERSTOPWS

WARDROBEWRB

WASTE RECEPTACLEWR

WORKING POINTWP

WEATHERPROOFWP

WATERPROOF(ING)WP

WITHOUTW/O

WIRE MESHWM

WORK SHOPWKSH

WROUGHT IRONWI

WATT-HOUR METERWHM

WHEEL BUMPERWHB

WATER HEATERWH

WALL HUNGWH

WIRED GLASSWGL

WIDE FLANGEWF

WINDOWWDW

WASTE DISPOSERWDSP

WOOD DOORWD

WOODWD

WOOD-CASED OPENINGWCO

WHEELCHAIRW/C

WATER CLOSETWC

WOOD BLOCKINGWBL

WET BULBWB

WITHW/

WESTW

VINYL WALL COVERINGVWC

VENT THRU ROOFVTR

VOLTAGE TRANSFORMERV.T.

VENT STACKVS

VERMICULITEVRM

VAPOR RETARDERVR

VOLUMEVOL

VENEERVNR

V-JOINT(ED)VJ

VINYL HOMOGENEOUSVH

VERTICAL GRAINVG

VINYL FABRICVF

VESTIBULEVEST

VERTICALVERT

VENTILATOR(TION)VENT

VAULT DOORVD

VITRIFIED CLAY TILEVCT

VINYL COMPOSITION TILEVCT

VINYL BASEVB

VARNISHVAR

VOLTV

UNIT VENTILATORUV

UTILITYUTIL

URINALUR

UNINTERRUPTABLE POWER SUPPLYUPS

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERWRITERS LABORATORIESUL

UNIT HEATERUH

UNDERGROUNDUGND

UNIT COOLERUC

TYPICALTYP

TELEVISIONTV

THERMOSTATTSTAT

TRANSVERSETRANS

TRANSOMTRANS

TOILET PARTITIONTPTN

TOILET PAPER DISPENSERTPD

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOPOGRAPHYTOPO

TOLERANCETOL

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

A H

N E

E N

A M

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A P

O L A

V E

E N

U M

B E

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.d g n

A H

A D

T R

O F F

U T

T A

F B

N E

B R

A S

K A

F L

O O

D R

E C

O V

E R

Y /1

A B

B R

E V

N S

A N

S I

M S

G-003

H O

F F

M A

H O

F F

M A

M S

W F

F L

H T

E S

U P

P O

R T F

A C

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

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C O

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C T N

C H

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K E

D B

D R

A W

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U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

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...\OF\OF64\40000 Design Products\CAD_BIM\_Sheets\LEGEND

®of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

E N

A M

A N

S I

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

FOG

BOILER BLOW-DOWN

FUEL OIL GAGE LINE

FOS

FOF

FOR

GASG

FOV

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

VAC

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

O F F

U T

T A

F B

N E

B R

A S

K A

O F

G -0

.d g n

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A H

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G E

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G-004

A P

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U M

B E

F L

O O

D R

E C

O V

E R

M S

H O

F F

M A

H O

F F

M A

M S

W F

F L

H T

E S

U P

P O

R T F

A C

PROJECT AREA

STRATCOM GATE

ENTER THROUGH INSPECTION AREA

ALL CONTRACTOR VEHICLES MUST

AND ID BUILDING

CONTRACTOR BADGING

KENNEY GATE

BELLEVUE GATE

PROJECT AREA

CONTRACTOR ACCESS ROUTE

STAGING AREA

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

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...\OF\OF64\40000 Design Products\CAD_BIM\_Sheets\OF64G-005

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

O F

G -0

.d g n

F L

O O

D R

E C

O V

E R

O F F

U T

T A

F B

N E

B R

A S

K A

O M

A H

A D

T R

VICINITY MAP

NO SCALE

SCALE: 1" = 600'

PROJECT LOCATION PLAN AND CONTRACTOR'S ACCESS ROUTE

PROJECT AREA AND STAGING

SCALE: 1" = 200'

C A P E H

A R T R

S A

C B

L V

BUTLER BLVD

F O

R T C

R O

O K R

C U

S T

E R D

S A

C B

L V

NELSON DR

L O

O K

G G

L A S S A

V E

G G

S S A

V E

G O

R U

L O

C A

N A

N D A

C C

E S

S P

L A

G-005

O W

E N

O W

E N

W C

D A

V E

N P

O R

A N

S I

W F

F L

H T

E S

U P

P O

R T F

A C

(APPROXIMATED)

PARKING POSITIONS

(APPROXIMATED)

PARKING POSITIONS

(APPROXIMATED)

PARKING POSITIONS

BUIL

DIN

3' TALL

8" DIAMETER

4' TALL

8" DIAMETER

3' TALL

6" DIAMETER

4' TALL

7" DIAMETER

(APPROXIMATED)

PARKING POSITIONS

(APPROXIMATED)

PARKING POSITIONS

(APPROXIMATED)

PARKING POSITIONS

BUIL

DIN

BUILDING 322

CHARGER

G G

S S A

V E N

U E

CHARGER

7' C H

AIN

LIN

K FEN

C E

8' C H

AIN

LIN

K FEN

C E

8' C H

AIN

LIN

K FEN

C E

8' C H

AIN

LIN

K FEN

C E

F E

N C E

' C

H A

14"

BUILDING

TRENCH DRAIN

B U

ILD

B U

ILD

B U

ILD

B U

ILD

B U

ILD

B U

PRESS

BUILDING 460

EXHAUST

BUIL

DIN

4' TALL

4" DIAMETER

F.F.E. = 972.831

M M

UNKNOWN UTILITY

F.F.E.=970.351

CHAI

NCE

CHAI

NCE

GATE MOTOR

3' TALL

4" DIAMETER

4' TALL

6" DIAMETER

EQUIPMENT

EXERCISE

4' TALL

10" DIAMETER

4' TALL

8" DIAMETER

9' C H

AIN

LIN

K FEN

C E

9' C H

AIN

LIN

K FEN

C E

' C

H A

K F

E N

C E

' C

H A

K F

E N

C E

4' TALL

10" DIAMETER

3' TALL

6" DIAMETER

BUILDING 576

LIGHT

WARNING

ILD

TRAI

2' TALL

8" DIAMETER

UNKNOWN UTILITY

BUILDING 589

2' TALL

8" DIAMETER

BUI

LDI

BUI

LDI

BUI

LDI

VOLLEYBALL POLE

UTILITY

UNKNOWN

BUSHES

BUI

LDI

BUI

LDI

B L A S T S

L D

B L A S T S

L D

3' TALL

4" DIAMETER

TRENCH DRAIN

3' TALL

6" DIAMTER

3' TALL

8" DIAMETER

3' TALL

4" DIAMETER

F.F.E.=970.622

F.F.E.=970.656

F.F.E.=970.631

BUILDING

MISC. PIPE

M M

UNKNOWN UTILITY

NATURAL GAS LINE

ABANDONED

NATURAL GAS LINE

ABANDONED

LINE

NATURAL GAS

ABANDONED

LINE

NATURAL GAS

ABANDONED

LINE

NATURAL GAS

ABANDONED

UTILITY

UNKNOWN

H-FRAME POLE

COMM TOWER

OUTLETOUTLET

OUTLET

H-FRAME POLE

22"

KIN

G G

LASS AVEN

U E

4" 10"

12"10"

3" 3"

4"6" 6"

36"

48"

24" 18"

16"

8" 10"

10" 10"10"12" 12"

6"6" 16"

16" 16" 6"

8" 4"18"

12"18"16"16"

6"8"

15"

24" 10"6"

TOWER

ELECTRIC

C O

L O

M B

TLER

LEVAR

BUTLER BOULEVARD

15"

BUTLER BOULEVARD

TLER

LEVAR

BUTLE

R BOULEVARD

BUTL

ER B

OULE

VARD

BUTL

BOULE

VARD

18"

24"

30"

TLER

LEVAR

R E

C O

N R

O A

KIN

G G

LASS AVEN

U E

KIN

G G

LASS AVEN

U E

H T

W A T C

H A

V E

N U E

72"

COMM VAULT

TOWER

ELECTRIC

30"

18" 24"

TLER

LEVAR

H T

W A T C

H A

V E

N U

H T

W A T C

H A

V E

N U

C O

L O

COMM VAULT

H-FRAME POLE

36"38"

12"

4" 6"

6"4" 10"

10"12"

12" 12"

12"12" 12"

15"

10" 10" 12"

8"8"

15"

10"

24"10"

18"

15" 18"

15"

18"

15" 24"15"

6"8" 8"

4-4" 8"

30"

8" 10"

24" 24"

12" 12"12"

12"

7-4"

12" 15"

12"

5" 4"5"

12"

12" 16"

16" 16"

10" 26"

18"

14" 8"8"

16" 14" 14"

14" 14"14"

14"

14"14"14"

14"16"

12"

12" 16"24"

8" 4"

4"12" 12"

12"12"

12"12" 6"

18"18" 2"2"

2"6"

6" 6"

6"6" 6"6"

6" 6" 6"

4"2" 1"1" 1" 3" 1" 1"3"

3" 3"3"

12"

12"48"

10"18" 18"

20" 10"

15"18"

8"8" 8"

18" 15"

24"

15"

30"

8" 3"

6" 2"

4" 2"

10"

6" 8"

2" 2"

18" STUMP

15"15" 15"15"

15"15"

8" 24"

24" 18"12" 12"18"

24"

12"

12" 12"

16" 8"

16" 16"16"

30"16" 16"

20"20"

30"

3"3" 3"

10" 10"

10"6" 4"

10"

12"

10" 10"

14"

G G

S S A

V E N

U E

LOOKING GLASS AVENUE

L O

O K

G G

L A S S A

V E N

U E

3-4"

2" 8"5"

72" 96"

12" 24"

BUTLER BOULEVARD

14"

18" 18"

3-HVAC LINES2-HVAC LINES3-HVAC LINES

C O

M S

A T D

14" 12"

12"8"

18" 18"

18" 18"18"18"

18" 18"

18" 10"

6" 18"18"

18"

12"

24" 24"

COMM TOWER

KIN

G G

LASS AVEN

U E

14"

16"

BUTLER BOULEVARD

D D

DCB

COM

D D

MWMW

D D

DCB

U U

MWMW

T D

COM

MWMW

DDDD

COM

DDD

MWMW

MW D

BCB

C B

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

FUEL OPS.

DE-ICE

FFE 975'

FFE 973'

FFE 971'

CANOPY

LOX BUILDING

BUILDING

LOX MAINTENANCE

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...\OF\OF64\40000 Design Products\CAD_BIM\_Sheets\BORING LOCATION PLAN

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

O F

B .d g n

B-101

A N

S I

F L

O O

D R

E C

O V

E R

O F F

U T

T A

F B

N E

B R

A S

K A

O M

A H

A D

T R

SCALE: 1" = 60'

H A

L L

B O

G L

O C

A T

N P

L A

R S

C F

Z S

C H

OF20-17

LEGEND

APPROXIMATE BORING LOCATION

2. SEE SHEET B-301 FOR BORING LOGS.

1. COORDINATE SYSTEM: NEBRASKA (2600), DATUM: NAVD88, NAD83.

GENERAL NOTES

OF20-18

60' 120'0

OF20-19

OF20-20

OF20-21

AREA 1

AREA 2

KEY PLAN

SCALE 1" = 1000'

970.029.52769081.833491840.579OF20-21

971.019.52766685.336493567.489OF20-20

971.529.52766528.067493462.049OF20-19

968.019.52766288.538492929.265OF20-18

970.029.52766752.935492537.999OF20-17

ELEVATION (FT)DEPTH (FT)EASTINGNORTHINGBORING ID

AREA 1 AREA 2

W F

F L

H T

E S

U P

P O

R T F

A C

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

LEAN CLAY (CL), grayish brown, very stiff, dry

EOB - 29.5' BELOW GROUND SURFACE

E L E

V A

N I

N F

E E

N A

V D

EOB - 29.5' BELOW GROUND SURFACE

EOB - 19.5' BELOW GROUND SURFACE

E L E

V A

N I

N F

E E

N A

V D

E L E

V A

N I

N F

E E

N A

V D

E L E

V A

N I

N F

E E

N A

V D

% fines

BORING LEGEND

OF20-17

ELEV. 970.0 ft.

5/18

EOB

5/18

C.I. 5/18

MAY 18, 2020

DATUM: NAVD88, NAD83

COORDINATE SYSTEM: NEBRASKA STATE PLANE (2600) 4.

FOR SOIL BORING LOCATIONS, SEE SHEET B-101.3.

GROUND WATER CONDITIONS PRIOR TO THE TIME OF CONSTRUCTION.

LARGELY ON CLIMATIC CONDITIONS. THE CONTRACTOR SHOULD IDENTIFY

DIFFERENT SEASONS OF THE YEAR OR FROM YEAR TO YEAR DEPENDING

THE WATER LEVEL RECORDED CAN FLUCTUATE APPRECIABLY AT

THE SOILS WHICH WERE ENOUNTERED AT THAT LOCATION; HOWEVER,

AT THAT TIME. THE BORING LOGS ARE CONSIDERED REPRESENTATIVE OF

AT THEIR RESPECTIVE LOCATIONS AND THE WATER LEVEL ENCOUNTERED

THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED2.

LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.

LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.

TIME OF DRILLING. SEE "MC" ON THE CONDENSED LOG OF BORINGS FOR

ARE FIELD DESCRIPTIONS MADE BY THE INSPECTOR IN THE FIELD AT THE

FIELD AND LABORATORY DATA. THE TERMS "DRY", "MOIST", "WET", ETC.,

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

BORING NOTES

ELEV. 970.0 ft.

E 2766752.935

N 492537.999

MAY 18, 2020

OF20-17

ELEV. 968.0 ft.

E 2766288.538

N 492929.265

MAY 28, 2020

OF20-18

ELEV. 971.5 ft.

E 2766528.067

N 493462.049

MAY 27, 2020

OF20-19

ELEV. 971.0 ft.

E 2766685.336

N 493567.489

MAY 19, 2020

OF20-20

ELEV. 970.0 ft.

E 2769081.833

N 491840.579

MAY 18, 2020

OF20-21

5/18

C.I. 5/18

5/28

C.I. 5/28

5/27

C.I. 5/27

5/19

C.I. 5/19

5/18

C.I. 5/18

LEAN CLAY (CL), brown, dry

SILTY SAND (SM), brown, loose, dry, fine grained

1% medium sand, 56% fine sand, 42% fines

CLAYEY SAND (SC), grayish brown, loose, moist, 1% coarse sand, FAT CLAY (CH), dark gray, stiff, moist

SILTY CLAY WITH SAND (CL-ML), gray, soft, moist to wet

2% medium sand, 20% fine sand, 78% fines

SILTY SAND (SM), gray, loose, wet, fine grained sand, 27% fine sand, 72% fines

SILTY CLAY WITH SAND (CL-ML), gray, soft, wet, 1% medium

SILTY SAND (SM), gray, medium dense, wet, fine grained

LEAN TO FAT CLAY (CL-CH), dark gray, dry fine grained

POORLY GRADED SAND (SP), brown, medium dense, dry, sand, 73% fines

SILT WITH SAND (ML), grayish brown, medium stiff, moist, 27% fine

74% fines

1% gravel, 1% coarse sand, 3% medium sand, 21% fine sand, soft at about 19ft.

43% fines

1% gravel, 1% coarse sand, 10% medium sand, 45% fine sand, SILTY SAND (SM), grayish brown, medium dense, moist, 5% medium sand, 86% fine sand, 9% fines loose at about 9 ft.

LEAN TO FAT CLAY (CL-CH), gray, medium stiff

6% medium sand, 21% fine sand, 72% fines

LEAN CLAY WITH SAND (CL), gray, soft, moist, 1% coarse sand, SILTY SAND (SM), gray, loose, moist, fine grained

77% fine sand, 23% fines

68% fine sand, 16% fines dense, dry, 1% gravel, 1% coarse sand, 14% medium sand, POORLY GRADED SAND WITH SILT (SP-SM), brown, medium

SILTY SAND (SM), grayish brown, medium dense, moist

1% medium sand, 50% fine sand, 48% fines

CLAYEY SAND (SC), grayish brown, medium dense, 1% gravel, SILTY SAND (SM), grayish brown, medium dense, moist

70% fines

SANDY SILT (ML), grayish brown, soft, wet, 30% fine sand, LEAN CLAY WITH SAND (CL), dark gray, very stiff, dry medium dense, dry to moist

POORLY GRADED SAND WITH SILT (SP-SM), light brown, 1% coarse sand, 5% medium sand, 84% fine sand, 10% fines

1% medium sand, 90% fine sand, 9% fines

LEAN CLAY WITH SAND (CL), gray, medium stiff, moist

4% medium sand, 11% fine sand, 84% fines

SILT WITH SAND (ML), gray, soft, moist to wet, 1% coarse sand, SILTY SAND (SM), gray, medium dense, wet

E 2766752.935

N 492537.999

END OF BORING

BORING CAVE-IN DEPTH AND DATE MEASURED

DRILLING

GROUNDWATER TABLE IMMEDIATELY AFTER

GROUNDWATER TABLE WHILE DRILLING

THE NO. 200 SIEVE

PERCENT OF SOIL BY DRY WEIGHT PASSING

OUTSIDE DIAMETER SAMPLER 1 FOOT.

DROPPING 30 INCHES TO DRIVE A 2-INCH

NUMBER OF BLOWS FOR A 140-POUND WEIGHT

STANDARD PENETRATION BLOW COUNT.

NON-PLASTIC

PLASTICITY INDEX

LIQUID LIMIT

NATURAL MOISTURE CONTENT IN PERCENT

NEAREST HALF FOOT (NAVD88)

TOP OF BORING ELEVATION ROUNDED TO

US SURVEY FEET, ZONE 2600, NEBRASKA

UNITED STATES STATE PLANE COORDINATES.

DATE BORING COMPLETED

BORING NUMBER

stiff at about 19 ft.

EOB - 29.5' BELOW GROUND SURFACE

EOB - 19.5' BELOW GROUND SURFACE

DEPTH (FT)

0.0

LL PI

46 29

DEPTH (FT)

0.0

18%

36%

29.5

MC LL PI

34%

39%

23%

28%

DEPTH (FT)

0.0

29.5

LL PI

37 21

19.5

DEPTH (FT)

0.0

19.5

LL PI

DEPTH (FT)

0.0

29.5

LL PI

29 14

NP NP

27%

36%

32%

30%

2% 12

2419%

33%

32%

36%

34%

25%

37%

1916%

18%

38%

32%

14%

4% 12

31%

30%

34%

29%

16%

29%

11%

34%

43%

38 18

NP NP

27 6

18%

NP NP

18%

NP NP

48 29

30 11

18%

27%

40 21

30 7

1.0

3.0

8.0

13.0

18.7

CL-ML

23.0

CL-ML

28.0

1.5

CL-CH

5.5

2.0

13.0

CL-CH

18.0

23.0

3.0

SP-SM

5.5

8.0

13.0

3.0

13.6

SP-SM

18.0

23.0

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:47:40 AM 6/16/2021

...\OF\OF64\40000 Design Products\CAD_BIM\_Sheets\BORING LOGS

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B-301

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C F

Z S

G L

O G

W F

F L

H T

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U P

P O

R T F

A C

DEVICE

UNKNOWN

BUILDING 573

BUILDING 683BUILDING 572

(APPROXIMATED)

PARKING POSITIONS

(APPROXIMATED)

PARKING POSITIONS

(APPROXIMATED)

PARKING POSITIONS

(APPROXIMATED)

PARKING POSITIONS

BUIL

DIN

S O

A T

N N

D E

N E

D B

D E

S C

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D B

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C O

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C H

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K E

D B

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U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

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A H

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A P

O L A

V E

E N

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B E

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A M

O F

V F .d g n

G G

S S A

V E N

U E

300' 600'0

G O

R U

P O

V E

R V

VF100

O W

E N

O W

E N

W C

D A

V E

N P

O R

A N

S I

F L

O O

D R

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O V

E R

O F F

U T

T A

F B

N E

B R

A S

K A

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A H

A D

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SCALE: 1" = 30'

E X

G C

O N

N S P

L A

ALL CHAIN LINK FENCES HAVE BARBED WIRE ON TOP.8)

MANHOLES THAT DO NOT HAVE INVERT INFORMATION ARE FULL OF WATER.7)

ALL UTILITIES WERE LOCATED BY SURFACE INDICATION.6)

COMBINED GRID FACTOR IS: 0.999639796.5)

CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)

FIELD SURVEY DATE: APRIL 2020.

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

VERTICAL DATUM OF 1988 (NAVD 88).

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

NEBRASKA 2600. THEY ARE BASED ON CONTROL POINT IH 20-21 A.

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

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

SURVEY NOTES

5/8" REBAR W/ALUMINUM CAP 963.2362775337.732493334.873IH 20-21 B

5/8" REBAR W/ALUMINUM CAP 965.0182767966.151490739.313IH 20-21 A

5/8" REBAR W/ALUMINUM CAP1070.8072764015.332500833.671IH 16-03 A

DESCRIPTIONELEVATIONEASTINGNORTHINGNAME

CONTROL DATA

BUTLER BOULEVARD

R E C

O N R

O A

BUTLER BO

ULEVARD

KIN

G G

LASS AVEN

U E

BUTLER BOULEVARD

C O

L O

M B

W F

F L

H T

E S

U P

P O

R T F

A C

(APPROXIMATED)

PARKING POSITIONS

(APPROXIMATED)

PARKING POSITIONS

BUIL

DIN

3' TALL

8" DIAMETER

2" PVC NW = 964.25

90" ARCH RCP NW = 960.450

24" RCP SW = 962.75

90" ARCH RCP SE = 960.10

RIM = 970.00

12" RCP NE = 965.332

RIM = 969.972

12" RCP SE = 964.191

RIM = 970.302

12" RCP NW = 963.821

24" RCP NE = 963.707

RIM = 968.499

RIM = 971.480

FUEL VAULT / LIFT STATION

12" RCP SE = 963.817

RIM = 970.420

2" PVC SW = 968.421

6" DIP S = 968.321

8" PVC NW = 967.521

8" PVC SE = 967.521

RIM = 971.671

15" RCP SW = 964.609

RIM = 970.569

FLOOR = 962.376

RIM = 971.076

6" PVC SW = 968.490

8" PVC SE = 968.290

RIM = 971.037

8" PVC N = 967.65

6" DIP SW = 967.650

8" DIP SE = 967.500

RIM = 972.100

AIR

FUEL

3' TALL

5" DIAMETER

4' TALL

4" DIAMETER

F.F.E. = 971.831

F.F.E. = 971.827

3.5' TALL

4" DIAMETER

4' TALL

5" DIAMETER

EXHAUST

F.F.E. = 972.462

F.F.E. = 972.643

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

12"

SAN

U IRRIGATION DEVICE

WATER DEVICE

HVAC UNIT

ELECTRIC PULL BOX

ELECTRIC MANHOLE

MONITORING WELL

UG COMM LINE

COMM MANHOLE

UG POWER LINE

ELECTRIC PULL BOX

YARD HYDRANT

FIRE HYDRANT

WATER LINE

WATER VALVE

GUY WIRE

COMM PEDESTAL

CLEAN OUT

LIGHT POLE

ELECTRICAL PANEL

POWER POLE

BOLLARD WITH SIZE INFO

FENCE

COMM VAULT

BUSH

CONIFEROUS TREE WITH SIZE

DECIDUOUS TREE WITH SIZE

GAS METER (FUEL)

OVERHEAD POWER LINE

UG GAS LINE

GAS VALVE (FUEL)

SECURITY CAMERA

TEST STATION

ELECTRIC TRANSFORMER

SIGN

CULVERT PIPE

STORM DRAIN PIPE

STORM SEWER MANHOLE

SANITARY SEWER (FORCE MAIN)

SANITARY SEWER (GRAVITY)

SANITARY SEWER MANHOLE

TOPO LEGEND

W W

E MW

B U

ILD

B U

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...\OF\OF64\40000 Design Products\CAD_BIM\_Sheets\OF64VF101

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O F

V F .d g n

KEY PLAN

SCALE 1" = 1000'

30' 60'0

G O

R U

P A

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VF101

O W

E N

O W

E N

W C

D A

V E

N P

O R

A N

S I

F L

O O

D R

E C

O V

E R

O F F

U T

T A

F B

N E

B R

A S

K A

O M

A H

A D

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SCALE: 1" = 30'

E X

G C

O N

N S P

L A

W F

F L

H T

E S

U P

P O

R T F

A C

(APPROXIMATED)

PARKING POSITIONS

(APPROXIMATED)

PARKING POSITIONS

BUIL

DIN

(APPROXIMATED)

PARKING POSITIONS

BUIL

DIN

3' TALL

8" DIAMETER

15" RCP NE = 962.139

18" RCP SW = 960.155

66" RCP NW = 959.884

66" RCP SE = 959.619

RIM = 969.091

4" DIP N = 967.366

FLOOR = 968.316

RIM = 969.266

FUEL DRAIN

15" RCP SE = 964.047

RIM = 968.081

12" PVC SW = 963.917

RIM = 968.284

12" RCP NE = 962.820

12" RCP SW = 962.814

RIM = 967.1200

24" RCP NE = 960.119

66" RCP SE & NW = 960.119

RIM = 967.069

12" RCP NE = 963.328

12" RCP SW = 963.336

RIM = 967.447

6" DIP SE = 964.244

6" DIP NW = 964.544

24" RCP SE = 961.444

24" RCP NW = 961.844

RIM = 967.594

12" RCP SW = 963.685

12" RCP NE = 963.560

RIM = 967.993

12" RCP SW = 962.198

66" RCP NW = 960.118

66" RCP SE = 959.977

RIM = 967.596

12" IRON SW = 967.051

12" RCP NW = 967.111

RIM = 971.475

4" IRON SW = 968.00

RIM = 970.3024" RCP SW = 962.049

12" RCP NW = 963.467

RIM = 967.054

ABANDONED IN PLACE

SANITARY SEWER TANK

UNDERGROUND

APPROXIMATE 75' X 75'

TANK FLOOR = 953.49

RIM = 970.940

UNKNOWN ELEVATION

12" RCP NW = 967.605

12" IRON NE = 965.187

18" RCP SE = 965.039

RIM = 970.512

BUILDING 322

15" RCP SW = 962.330

15" RCP NE = 962.540

RIM = 969.425

8" PVC SE = 958.918

8" PVC NE = 959.161

8" PVC NW = 959.077

RIM = 969.154

15" RCP SW = 963.540

RIM = 970.471

4" DIP W = 967.525

FLOOR = 968.775

RIM = 969.725

FUEL DRAIN

18" RCP W = 965.488

18" RCP NE = 965.320

RIM = 970.534

18" RCP W = 965.488

18" RCP NE = 965.320

RIM = 970.534

ABANDONED IN PLACE

(APPROXIMATED)

PARKING POSITIONS

8" CLAY NW = 961.48

8" CLAY NE = 960.63

8" CLAY SE = 960.58

RIM = 968.980

4" IRON N = 967.919

4" IRON SE = 967.705

RIM = 970.745

4' TALL

10" DIAMETER

3' TALL

10" DIAMETER

3.5' TALL

10" DIAMETER

2' TALL

2" DIAMETER

12" RCP SE = 954.485

12" RCP NW = 954.652

RIM = 968.865

12" RCP S = 966.222

18" RCP E = 965.984

RIM = 969.117

15" RCP NE = 965.396

RIM = 969.322

INVERTS

UNABLE TO OPEN LID FOR

RIM = 969.593

3.5' TALL

8" DIAMETER

3' TALL

10" DIAMETER

FUEL EQUIPMENT

3.5' TALL

8" DIAMETER

8" RCP NW = 967.553

12" RCP SE = 967.459

12" RCP NE = 969.291

RIM = 971.418

4' TALL

7" DIAMETER

FILL PIPE

4' TALL

7" DIAMETER

8" PVC ENE = 965.209

6" PVC ENE = 964.009

6" PVC NW = 963.509

6" PVC SW = 963.559

RIM = 970.359

TRENCH DRAIN

ELEVATIONS

UNKNOWN INVERT

RIM = 970.580

BUILDING

FROM MAINTENANCE

FUEL CONTAINMENT BASIN

FUEL SHUT OFF

3' TALL

5" DIAMETER

3' TALL

5" DIAMETER

4' TALL

5" DIAMETER

F.F.E. = 970.735

F.F.E. = 970.761

GAS PUMP

5' TALL

9" DIAMETER

4.7' TALL

8" DIAMETER

F.F.E. = 971.328

4' TALL

8" DIAMETER

PRESS

BUILDING 460

3' TALL

6" DIAMETER

F.F.E. = 972.107

F.F.E. = 972.624

1" DIP ESE = 965.980

6" DIP SW = 964.430

12" DIP NW = 964.930

12" DIP SE = 964.930

RIM = 969.530

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SAN

U IRRIGATION DEVICE

WATER DEVICE

HVAC UNIT

ELECTRIC PULL BOX

ELECTRIC MANHOLE

MONITORING WELL

UG COMM LINE

COMM MANHOLE

UG POWER LINE

ELECTRIC PULL BOX

YARD HYDRANT

FIRE HYDRANT

WATER LINE

WATER VALVE

GUY WIRE

COMM PEDESTAL

CLEAN OUT

LIGHT POLE

ELECTRICAL PANEL

POWER POLE

BOLLARD WITH SIZE INFO

FENCE

COMM VAULT

BUSH

CONIFEROUS TREE WITH SIZE

DECIDUOUS TREE WITH SIZE

GAS METER (FUEL)

OVERHEAD POWER LINE

UG GAS LINE

GAS VALVE (FUEL)

SECURITY CAMERA

TEST STATION

ELECTRIC TRANSFORMER

SIGN

CULVERT PIPE

STORM DRAIN PIPE

STORM SEWER MANHOLE

SANITARY SEWER (FORCE MAIN)

SANITARY SEWER (GRAVITY)

SANITARY SEWER MANHOLE

TOPO LEGEND

S D

D D

W W

W W W

W W

F F

8' C H

LIN

K F

E N C E

' C

H A

K F

E N

C E

' C

H A

K F

E N

C E

7' C H

AIN

LIN

K FEN

C E

7' C H

AIN

LIN

K FEN

C E

14"

12"

18"

BUILDING

BLAST SH

IELD

B U

ILD

B U

ILD

B U

ILD

BUIL

DIN

PBPB

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SCALE 1" = 1000'

30' 60'0

F L

O O

D R

E C

O V

E R

O F F

U T

T A

F B

N E

B R

A S

K A

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G O

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F L

H T

E S

U P

P O

R T F

A C

(APPROXIMATED)

PARKING POSITIONS

(APPROXIMATED)

PARKING POSITIONS

BUIL

DIN

(APPROXIMATED)

PARKING POSITIONS

(APPROXIMATED)

PARKING POSITIONS

3' TALL

8" DIAMETER

92" ARCH RCP SE = 958.723

92" ARCH RCP NW = 958.823

RIM = 968.223

42" RCP SW = 959.38

42" RCP SE = 959.28

RIM = 965.75

36" RCP NW = 959.86

42" RCP NE = 958.99

RIM = 965.36

12" RCP SW = 963.329

15" RCP NW = 963.243

15" RCP SE = 963.226

18" RCP NE = 961.420

RIM = 968.392

15" RCP SW = 964.55

RIM = 968.09

15" RCP NW = 963.988

RIM = 968.035

12" RCP S = 963.68

RIM = 968.04

12" RCP NE = 961.565

36" RCP SW = 959.825

36" RCP SE = 959.692

RIM = 969.060

12" RCP NW = 961.65

66" RCP NE = 959.15

66" RCP WNW = 959.15

RIM = 969.25

12" RCP NE = 960.92

36" RCP NW = 959.45

36" RCP SE = 959.23

RIM = 967.08

12" HDPE SE = 962.938

RIM = 966.847

15" RCP SW = 963.479

RIM = 968.924

SEE OTHER INVERTS

UNABLE TO OPEN LID TO

18" RCP SW = 965.213

RIM = 969.663

18" RCP NW = 965.023

RIM = 968.305

ABANDONED IN PLACE

LINE

NATURAL GAS

ABANDONED

10" NW = 948.46

8" SE = 948.56

8" SW = 954.61

RIM = 967.66

FLOOR = 963.578

TOP OF 8" PVC = 964.478

TOP OF VALVE = 965.678

4" PVC SE = 966.928

4" PVC NE = 966.978

RIM = 969.378

6" CLAY NW = 957.56

8" CLAY NW = 955.16

8" CLAY NE = 954.21

8" PVC SW = 954.014

RIM = 968.86

12" RCP N = 961.65

12" RCP SW = 962.11

RIM = 966.70

STANDING WATER

NO INVERTS - 1.6FT

FLOOR = 948.18

RIM = 967.58

2" CLAY ESE = 955.92

8" CLAY SE = 955.47

8" CLAY NE = 954.72

8" CLAY SW = 954.720

RIM = 969.021

8" CLAY SE = 952.83

8" PVC NW = 951.18

8" CLAY E = 950.98

8" CLAY SW = 950.88

RIM = 967.48

10" PVC SE = 951.58

10" PVC NW = 951.53

RIM = 966.18

8" PVC NW = 964.835

8" CLAY NE = 963.358

8" CLAY NE = 955.592

8" PVC SW = 955.544

RIM = 970.249

10" PVC NE = 950.20

8" PVC SW = 950.35

10" PVC W = 950.05

RIM = 967.80

12" PVC NW = 951.70

10" PVC SE = 951.75

RIM = 966.15

2' TALL

3" DIAMETER

BARRIER

CONCRETE

3.5' TALL

4" DIAMETER

CHARGER

DIESEL

F.F.E. = 968.358

F.F.E. = 968.549

3' TALL

9" DIAMETER

CHARGER

4' TALL

10" DIAMETER

F.F.E. = 968.545

F.F.E. = 968.672

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

SHUTOFF

JET FUEL

4' TALL

10" DIAMETER

8" PVC SE = 958.590

8" PVC NE = 958.807

8" PVC NW = 958.554

RIM = 969.081

8" PVC NW = 962.660

6" PVC SE = 962.860

RIM = 969.211

4' TALL

9" DIAMETER

4' TALL

10" DIAMETER

6" PVC NE = 957.968

8" PVC NW = 957.728

8" PVC SE = 957.697

RIM = 969.528

4' TALL

10" DIAMETER

4' TALL

7" DIAMETER

4' TALL

7" DIAMETER

4' TALL

10" DIAMETER

4' TALL

7" DIAMETER

4' TALL

7" DIAMETER

3' TALL

9" DIAMETER

F.F.E. = 969.728

4' TALL

10" DIAMETER

BARRICADE

F.F.E. = 970.466

1" DIP ESE = 965.980

6" DIP SW = 964.430

12" DIP NW = 964.930

12" DIP SE = 964.930

RIM = 969.530

S O

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N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

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D B

D A

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N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SAN

U IRRIGATION DEVICE

WATER DEVICE

HVAC UNIT

ELECTRIC PULL BOX

ELECTRIC MANHOLE

MONITORING WELL

UG COMM LINE

COMM MANHOLE

UG POWER LINE

ELECTRIC PULL BOX

YARD HYDRANT

FIRE HYDRANT

WATER LINE

WATER VALVE

GUY WIRE

COMM PEDESTAL

CLEAN OUT

LIGHT POLE

ELECTRICAL PANEL

POWER POLE

BOLLARD WITH SIZE INFO

FENCE

COMM VAULT

BUSH

CONIFEROUS TREE WITH SIZE

DECIDUOUS TREE WITH SIZE

GAS METER (FUEL)

OVERHEAD POWER LINE

UG GAS LINE

GAS VALVE (FUEL)

SECURITY CAMERA

TEST STATION

ELECTRIC TRANSFORMER

SIGN

CULVERT PIPE

STORM DRAIN PIPE

STORM SEWER MANHOLE

SANITARY SEWER (FORCE MAIN)

SANITARY SEWER (GRAVITY)

SANITARY SEWER MANHOLE

TOPO LEGEND

S S

D GG

T S

W W

KIN

G G

LASS AVEN

U E

12"

15"

12" 12"

12"

16"

24"

12"

48"

10"

18"

20"

10"

15"

18"

30"

16"

20"

T G

ILD

BUI

LDI

10"

14"

G G

S S A

V E N

U E

LOOKING GLASS AVENUE

S T S

EVT

' C

H A

K F

E N

C E

8' C H

AIN

LIN

K FEN

C E

7' C H

AIN

LIN

K FEN

C E

7' C H

AIN

LIN

K FEN

C E

T T G

8' C H

AIN

LIN

K FEN

C E

8' C H

AIN

LIN

K FEN

C E

F E

N C E

' C

H A

FEN

10' C H

AIN

LIN

' C

H A

K F

E N

C E

12"

B U

ILD

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KEY PLAN

SCALE 1" = 1000'

30' 60'0

F L

O O

D R

E C

O V

E R

O F F

U T

T A

F B

N E

B R

A S

K A

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A H

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SCALE: 1" = 30'

G O

R U

P A

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VF103

O W

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G C

O N

N S P

L A

W F

F L

H T

E S

U P

P O

R T F

A C

(APPROXIMATED)

PARKING POSITIONS

(APPROXIMATED)

PARKING POSITIONS

BUIL

DIN

3' TALL

8" DIAMETER

TOP OF PIPE = 963.399

FLOOR = 962.199

RIM = 968.799

ABANDONED WATER MH

18" RCP SW = 963.986

18" RCP NE = 963.514

RIM = 969.389

18" RCP SW = 963.922

18" RCP NE = 964.086

RIM = 969.592

E AND W PIPES ARE RECESSED

72" RCP SE = 958.370

72" RCP NW = 958.163

RIM = 966.822

12" RCP SW = 962.986

RIM = 966.754

12" RCP SW = 963.240

RIM = 968.190

6" PVC SW = 967.113

12" PVC E = 966.993

RIM = 970.143

72" RCP NW = 958.638

72" RCP SE = 958.313

RIM = 968.287

3' TALL

8" DIAMETER

18" PVC WSW = 964.942

12" RCP SE = 964.606

18" RCP SW = 962.230

24" RCP NE = 962.135

RIM = 969.082

SEWER VALVE

VOLLEYBALL POLE

6" PVC NE = 968.520

RIM = 970.120

4' TALL

8" DIAMETER

SEWER VALVE

6" PVC NE = 968.210

RIM = 970.261

TRENCH DRAIN

3' TALL

6" DIAMETER

3' TALL

6" DIAMTER

18" PVC ENE = 965.541

12" PVC W = 965.592

6" PVC SW = 967.659

RIM = 970.414F.F.E. = 970.395

3' TALL

8" DIAMETER

4' TALL

7" DIAMETER

F.F.E. = 970.641

F.F.E. = 970.644

BUILDING 683

F.F.E. = 970.747

BUILDING 572

BUILDING

BUILDING 573

F.F.E. = 971.128

MISC. PIPE

10" PVC SE = 962.459

10" PVC NE = 962.709

RIM = 972.259

6" PVC SE = 965.226

10" PVC SW = 964.948

RIM = 970.068

72" RCP NW = 957.730

RIM = 969.936

S O

A T

N N

D E

N E

D B

D E

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B M

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D B

D A

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N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SAN

U IRRIGATION DEVICE

WATER DEVICE

HVAC UNIT

ELECTRIC PULL BOX

ELECTRIC MANHOLE

MONITORING WELL

UG COMM LINE

COMM MANHOLE

UG POWER LINE

ELECTRIC PULL BOX

YARD HYDRANT

FIRE HYDRANT

WATER LINE

WATER VALVE

GUY WIRE

COMM PEDESTAL

CLEAN OUT

LIGHT POLE

ELECTRICAL PANEL

POWER POLE

BOLLARD WITH SIZE INFO

FENCE

COMM VAULT

BUSH

CONIFEROUS TREE WITH SIZE

DECIDUOUS TREE WITH SIZE

GAS METER (FUEL)

OVERHEAD POWER LINE

UG GAS LINE

GAS VALVE (FUEL)

SECURITY CAMERA

TEST STATION

ELECTRIC TRANSFORMER

SIGN

CULVERT PIPE

STORM DRAIN PIPE

STORM SEWER MANHOLE

SANITARY SEWER (FORCE MAIN)

SANITARY SEWER (GRAVITY)

SANITARY SEWER MANHOLE

TOPO LEGEND

F F

DCB

PBPB

9' C H

AIN

LIN

K FEN

C E

9' C H

AIN

LIN

K FEN

C E

' C

H A

K F

E N

C E

' C

H A

K F

E N

C E

BUI

LDI

BUI

LDI

BUI

LDI

BUI

LDI

B L A S T S

L D

B L A S T S

L D

RA LINE

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A H

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KEY PLAN

SCALE 1" = 1000'

30' 60'0

F L

O O

D R

E C

O V

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O F F

U T

T A

F B

N E

B R

A S

K A

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A H

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SCALE: 1" = 30'

G O

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VF104

O W

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W F

F L

H T

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U P

P O

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A C

(APPROXIMATED)

PARKING POSITIONS

(APPROXIMATED)

PARKING POSITIONS

BUIL

DIN

3' TALL

8" DIAMETER

ABANDONED IN PLACE

FULL OF DIRT

NO INVERTS

RIM = 961.868

15" CPP = 958.765

12" X 24" MISC = 960.364

15" RCP = 960.552

15" CMP = 960.621

15" RCP = 961.128

10" PVC = 961.145

BUILDING

24" RCP = 962.025

BUILDING

FLOOR = 960.240

4" PVC E = 962.090

1.5" DIP W 963.340

RIM = 965.287

PUMP

6" PVC W = 957.41

6" PVC E = 958.25

RIM = 962.82

S O

A T

N N

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N E

D B

D E

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D B

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C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SAN

U IRRIGATION DEVICE

WATER DEVICE

HVAC UNIT

ELECTRIC PULL BOX

ELECTRIC MANHOLE

MONITORING WELL

UG COMM LINE

COMM MANHOLE

UG POWER LINE

ELECTRIC PULL BOX

YARD HYDRANT

FIRE HYDRANT

WATER LINE

WATER VALVE

GUY WIRE

COMM PEDESTAL

CLEAN OUT

LIGHT POLE

ELECTRICAL PANEL

POWER POLE

BOLLARD WITH SIZE INFO

FENCE

COMM VAULT

BUSH

CONIFEROUS TREE WITH SIZE

DECIDUOUS TREE WITH SIZE

GAS METER (FUEL)

OVERHEAD POWER LINE

UG GAS LINE

GAS VALVE (FUEL)

SECURITY CAMERA

TEST STATION

ELECTRIC TRANSFORMER

SIGN

CULVERT PIPE

STORM DRAIN PIPE

STORM SEWER MANHOLE

SANITARY SEWER (FORCE MAIN)

SANITARY SEWER (GRAVITY)

SANITARY SEWER MANHOLE

TOPO LEGEND

COCO

U U

2 ABOVE GROUND VALVES

CHAI

LIN

NCE

CHAI

LIN

NCE

' C

H A

K F

E N

C E

4' CHAIN LINK FENCE

H A

K F

E N

C E

' C

H A

K F

E N

C E

2 ABOVE GROUND VALVES

W W

BUILDING 588

' C

H A

K F

E N

C E

H A

K F

E N

C E

H A

K F

E N

C E

H A

K F

E N

C E

K F

E N C E

' C

H A

6' CHAIN LINK FENCE

4' CHAIN LINK FENCE

6' CHAIN LINK FENCE

K F

E N C E

' C

H A

K F

E N

C E

' C

H A

6' CHAIN LINK FENCE

H A

K F

E N

C E

24"

18"

9BUI

LDI

M M

OXYGEN TANKS

BUILDING 595

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SCALE 1" = 1000'

30' 60'0

F L

O O

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U T

T A

F B

N E

B R

A S

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SCALE: 1" = 30'

G O

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L A

W F

F L

H T

E S

U P

P O

R T F

A C

(APPROXIMATED)

PARKING POSITIONS

(APPROXIMATED)

PARKING POSITIONS

BUIL

DIN

3' TALL

8" DIAMETER

COMM TOWER

F.F.E. = 971.870

S O

A T

N N

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N E

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D E

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D B

D A

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SAN

U IRRIGATION DEVICE

WATER DEVICE

HVAC UNIT

ELECTRIC PULL BOX

ELECTRIC MANHOLE

MONITORING WELL

UG COMM LINE

COMM MANHOLE

UG POWER LINE

ELECTRIC PULL BOX

YARD HYDRANT

FIRE HYDRANT

WATER LINE

WATER VALVE

GUY WIRE

COMM PEDESTAL

CLEAN OUT

LIGHT POLE

ELECTRICAL PANEL

POWER POLE

BOLLARD WITH SIZE INFO

FENCE

COMM VAULT

BUSH

CONIFEROUS TREE WITH SIZE

DECIDUOUS TREE WITH SIZE

GAS METER (FUEL)

OVERHEAD POWER LINE

UG GAS LINE

GAS VALVE (FUEL)

SECURITY CAMERA

TEST STATION

ELECTRIC TRANSFORMER

SIGN

CULVERT PIPE

STORM DRAIN PIPE

STORM SEWER MANHOLE

SANITARY SEWER (FORCE MAIN)

SANITARY SEWER (GRAVITY)

SANITARY SEWER MANHOLE

TOPO LEGEND

C…

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

File details come from the government source that posted it. Updated Jun 29, 2021.