OF63 LRS CAMPUS OFFUTT AFB AM 0002.PDF

PDF 3 MB Posted Aug 23, 2021

Attached to: Logistics Readiness Squadron Campus, Offutt AFB, Nebraska Federal contract opportunity
Solicitation number: W9128F21R0026
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 27, 2023

This document package includes plans and specifications for a logistics readiness squadron campus project at Offutt Air Force Base in Nebraska. The project involves demolishing approximately 24,197 square feet of existing substandard warehouse space and other facilities to construct a new consolidated warehouse facility. The new facility will include logistics and administration areas, shipping and receiving operations areas, open storage areas, and loading and unloading aprons. Supporting facilities include underground utilities, electric service, paving, sanitary sewer system, storm drainage, information systems, fire suppression systems, landscaping, site development, intrusion detection systems, and site improvements. Construction will include reinforced concrete footings, floor slab, supporting structure, and egress. The project also requires all necessary site work, utilities, mechanical, electrical, fire protection systems, back-up power and other support. Sustainable principles will be integrated into the design, development, and construction. The U.S. Army Corps of Engineers Engineering District Omaha is the agency overseeing the project.

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Other files for this federal contract opportunity

Other files attached to Logistics Readiness Squadron Campus, Offutt AFB, Nebraska, newest first.
File	Type	Posted
Am_0006-Drawings.PDF	PDF	Sep 16, 2021
Am_0006.pdf	PDF	Sep 16, 2021
Am_0005.pdf	PDF	Sep 3, 2021
Am_0004.pdf	PDF	Sep 3, 2021
Am_0004 - D.pdf	PDF	Sep 3, 2021
Am_0003 - D .PDF	PDF	Aug 31, 2021
Am_0003.pdf	PDF	Aug 31, 2021
Am_0002.pdf	PDF	Aug 23, 2021
Am_0001-Drawings.pdf	PDF	Aug 13, 2021
Am_0001.pdf	PDF	Aug 13, 2021
LRS Campus Drawings Part 1 of 2.pdf	PDF	Aug 2, 2021
W9128F-21-R-0026_SPECS.pdf	PDF	Aug 2, 2021
LRS Campus Drawings Part 2 of 2.pdf.pdf	PDF	Aug 2, 2021

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SHEET ID

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...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\INDEX - 1 OF 2

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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E E

A H

N E

E N

A M

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

INDEX LEGEND:

SHEET TYPE DESIGNATOR

3. SHEET TYPE DESIGNATORS:

3D REPRESENTATIONS

USER DEFINED

SCHEDULES & DIAGRAMS

DETAILS

LARGE-SCALE VIEWS

SECTIONS

ELEVATIONS

PLANS

GENERAL

INDEX

A P

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V E

E N

U M

B E

O F

G -0

.d g n

G-002

Designator)

RELEASE 6.0 for Level 2

(see A/E/C CADD STANDARD

M S

H O

F F

M A

H O

F F

M A

M S

L O

S R

E A

E S

S S

Q U

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N C

A M

P U

O M

A H

A D

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O F F

U T

T A

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N E

B R

A S

K A

O F F

U T

T F

L O

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E X O

W F -2

-R -0

A F -2

-0

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E V

N S

-0

-2

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E R

A L R

E V

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E R

A L R

E V

N S

-1

-2

LRS BUILDING

FFE = 975'

TLER

BLVD

APOLLO ROAD

U T E

C L E

3 SPACES @ 19'-0.5" EACH = 57'-1"

10.65'

6 SPACES @ 17'-8.0" EACH = 106'-1"

P A

C E

E A

C H

3 SPACES @ 14'-1.5" EACH = 42'-4"

P A

C E

E A

C H

12.88'

21.75'

14.07'

P A

C E

E A

C H

11.14'

5.73'

17.15' 17.86'

13.25'

17.67'

P A

C E

E A

C H

18.37'

22.88'

20.63'

20'

18 SPACES @ 16'-9.6" EACH = 302'-1"

P A

C E

E A

C H

15.33'

18.42'

15.86'

13.26'

14.45'

8.34'

19.51'

P A

C E

E A

C H

11.17'

15.65'

20'

17.07'

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SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

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E E

R S

R R R

R R

R R R

R R

G L

T C .7 7'

G L

T C .7 5'

G L

T C .8 5'

'96

G L

T C .1 7'

G L

T C .1 7'

G L

T C .2 2'

G L

T C .2 7'

G L

T C .3 1'

G L

T C .3 2'

G L

T C .3 7'

T C .4 2'

G L

T C .4 6'

G L

T C .4 9'

G L

T C .5 6'

G L

T C .6 0'

G L

T C .6 7'

T C .7 0'

G L

T C .9 6'

G L

T C .1 3'

G L

T C .6 9'

G L

T C .7 8'

T C .3

G L

T C .1 2'

'96

R R

G L

T C .2 9'

G L

T C .4 5'

G L

T C .4 6'

T C .8

G L

T C .6 3'

R R R

T C .7

G L

T C .9

G L

T C .1

G L

R R R

KEYPLAN SCALE: 1" = 500'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:21:15 AM 8/20/2021

...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\OF63CP151

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30' 60'0

SCALE: 1" = 30'-0"

LEGEND

CONSTRUCTION JOINT (DOWELED)

INTEGRAL CURB

OR CONSTRUCTION JOINT (DOWELLED)

CONTRACTION JOINT (WITHOUT TIE BARS)

6 X 6 - W2.9 X W2.9 WELDED WIRE FABRIC

SLAB REINFORCED WITH 4 X 4 - W1.4 X W1.4 OR

CONSTRUCTION JOINT (WITH TIEBARS)

CONTRACTION JOINT (WITH TIEBARS) OR

TC 92.75' TOP OF INTEGRAL CURB ELEVATION

FINISHED GRADE SPOT ELEVATION

.7 5'

A N

S I

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N P

O R

J O

T P

L A

CP151

D F

E C

H N

E R

D F

E C

H N

E R

1. JOINT DETAILS ARE PROVIDED ON SHEETS CP501 AND CP502.

NOTES:

GL 92.75' GUTTER LINE OF INTEGRAL CURB ELEVATION

D A

V E

N P

O R

W F -2

-R -0

THICKENED EDGE EXPANSION JOINT

EXPANSION JOINT

A F -2

-0

M G

E N

E R

A L R

E V

N S

-1

-2

B U

8' METAL FENCE

LIFT GATE

APOLLO ROAD

U T E

C L E

DETAILS ON SHEET CE501

AND TRUCK WASH AREA

STONE CONTRUCTION ENTRANCE

S O

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K E

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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

KEYPLAN SCALE: 1" = 500'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:35:06 AM 8/20/2021

...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\OF63CE401

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30' 60'0

SCALE: 1" = 30'-0"

LEGEND

SILT FENCE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW STORM DRAIN INLET

NEW CULVERT PIPE

NEW STORM DRAIN PIPE

NEW STORM DRAIN MANHOLE

CIP CULVERT INLET PROTECTION

5890 NEW MAJOR CONTOUR

NEW MINOR CONTOUR

FIELD MIX SEEDING (TYP.)

AIP AREA INLET PROTECTION

BE USED WHILE SURCHARGE IS PRESENT.

1. THIS SHEET SHOWS EROSION CONTROL MEASURES THAT SHOULD ONLY

NOTES:

D A

V E

N P

O R

S U

R C

H A

R G

E E

R O

N C

O N

T R

O L P

L A

CE401

D F

E C

H N

E R

D F

E C

H N

E R

A N

S I

W F -2

-R -0

D F

E C

H N

E R

A F -2

-0

M G

E N

E R

A L R

E V

N S

-1

-2

12" RCP E = 967.052

LINE

NATURAL GAS

ABANDONED

NATURAL GAS LINE

ABANDONED

NATURAL GAS LINE

ABANDONED

LINE

NATURAL GAS

ABANDONED

LINE

NATURAL GAS

ABANDONED

W W W

EQUIPMENT

ELECTRICAL

PEDESTAL, AND

POWER POLE, COMM

6" PVC SW = 963.930

8" PVC NE = 963.880

RIM = 969.530

6" PVC S = 962.925

8" PVC SSW = 962.591

6" CLAY SE = 962.10

6" CLAY SW = 962.238

6" PVC NW = 962.100

RIM = 968.391

970.438

F.F.E. =

8' METAL FENCE

PBPB

D T

APOLLO ROAD

U T E

C L E

LRS BUILDING

FFE = 975'

CBCB

NEW FH

WITH GATE VALVE TYP.

3" WATER SERVICE LINE

NEW FH

SEE SHEET M-401 FOR CONTINUATION

NEW GAS SERVICE TO METER

MATCHING PIPE SIZE

ACTIVE GAS LINE WITH

CONNECT TO EXISTING

8" TEE & GATE VALVE TYP.

WATER LINE WITH

CONNECT TO EXIST.

8" TEE & GATE VALVE TYP.

WATER LINE WITH

CONNECT TO EXIST.

FOR CONTINUATION

SEE SHEET P-101

INV. EL. = 967.74

RIM = 974.74

NEW CLEAN OUTS

INV. OUT (8" SE) = 963.91

INV. IN (4" N) = 964.16

RIM = 972.34

NEW SSMH

FOR CONTINUATION

SEE SHEET P-101

NEW 3" DW

FOR CONTINUATION

SEE SHEET FX100

NEW 8" FW

WITH NEW PIV TYP.

SERVICE LINE

8" FIRE WATER

INV. IN (NEW 8" NW) = 962.25

INV. IN (6" S) =962.925

INV. IN (8" SSW) = 962.591

INV. IN (6" SE) = 962.10

INV. IN (6" SW) = 962.238

INV. IN (6" NW) = 962.100

RIM (NEW) = 969.85

FLUSH WITH FINISH GRADE

RISE EXIST. MH RIM TO

FOR CONTINUATION

SEE SHEET FX100

NEW 4" FW

FOR DETAILS

SEE SHEET CU503

FREE STANDING FDC

S O

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K E

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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

8" SS

8" W

3"DW

8"FW

W 0+00

W 9+36

W 4+00

W 3+00

W 1+00

SS 2+79 SS 2+79

W 2+00

KEYPLAN SCALE: 1" = 500'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:34:33 PM 8/17/2021

...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\UTILITY PLAN

C U

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Y P

L A

CU101

Q L E

S R

E A

E S

S S

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N C

A M

P U

O F F

U T

T 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

W F -2

-R -0

A H

N E

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A H

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B E

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A M

30' 60'0

SCALE: 1" = 30'

A N

S I

FOR REDUCTION OF 3”PVC PIPE TO 2”COPPER PIPE.

3. REDUCER AND TRANSITION FITTING NEEDED OUTSIDE THE BUILDING

AND FREE OF OBSTRUCTIONS AND WILL ADEQUATELY CONVEY FLOW.

CONTRACTOR MUST VERIFY EXISTING UTILITIES AND STRUCTURES ARE CLEAR

WHEN CONNECTING NEW UTILITIES TO EXSITING UTILITIES/STRUCTURES, 2.

INSIDE PIPE DIAMETER REQUIREMENTS.

ALL PIPES INSTALL ON THIS PLAN SHALL MEET THE SPECIFICATIONS AND

THE INSIDE PIPE DIAMETER. HENCE, CONTRACTOR SHALL MAKE SURE

1. THE PIPE SIZES FOR WATER AND SEWER ON THIS PLAN ARE BASED ON

GENERAL NOTES:

D S

T O

N E

A F -2

-0

A M

E N

E R

A L R

E V

N /0

A M

E N

E R

A L R

E V

N /1

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

CONCRETE PAD

WITH 2' X 2' X 6"

STABILIZE PIPE

FINISHED GRADE

W/CHAIN

W/CAP SECURED

DEPT. CONNECTION

4"x 2-WAY FIRE

TO SYSTEM

B E

L O

H E

G R

A D

THRUST BLOCK

FIRE DEPARTMENT CONNECTION

FREE STANDING

NO SCALE

4" BS PIPE

FABRIC TYPICAL

WRAP GRAVEL IN FILTER

DRIP DRAIN VALVE

1/2" AUTOMATIC BALL

OPPOSITE SIDES OF COVER

COUNTER SUNK BOLTS ON

HANDLE AND 2 CORROSION RESISTANT

COVER SHALL HAVE LIFTING

TRAFFIC COVER.

TO ASTM A48 CLASS B OR GREATER

CAST IRON COVER CONFORMING

PRECAST RECTANGULAR MANHOLE

18" X 18" INTERIOR DIMENSION

CORROSION CONTROL (WRAP)

BE BLACK STEEL AND

PIPING AND FITTINGS TO

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:33:20 AM 8/19/2021

...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\FDC DETAILS

C U

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D A

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N P

O R

CU503

Q L E

S R

E A

E S

S S

Q U

A D

R O

N C

A M

P U

O F F

U T

T 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

A H

N E

A P

O L A

V E

O M

A H

A D

T R

E N

U M

B E

E N

A M

A N

S I

D S

T O

N E

W F -2

-R -0

A F -2

-0

E T

E D

E P

A R

T M

E N

T C

O N

N E

C T

A M

D D

E D N

E W S

H E

E T

1 3 42

PROVIDE DRY SPRINKLER

HEADS FOR THIS CANOPY

FROM WAREHOUSE SYSTEM

PROVIDE DRY SPRINKLER

HEADS FOR THIS CANOPY

FROM WAREHOUSE SYSTEM

LH LH

NEW WATER

SERVICE FOR

FIRE SPRINKLER

SYSTEM. SEE

CIVIL SHEETS.

5 6 7 8 9 10

FX501

REMOTE FREE STANDING

FIRE DEPARTMENT

CONNECTION 3' ABOVE

FINISHED GRADE WITH

DRAIN PIT. SEE

CIVIL PLANS.

HOSE VALVES

FOR FORWARD

FLOW TEST

CONNECTIONS WAREHOUSE

SPRINKLER

SHUT-OFF

VALVE

WAREHOUSE

SHIPPING/

RECEIVING

WOOD

SHOP

CARGO

OUTBOUND

ELECTRICAL

CENTRAL

STORAGE

CARGO

INBOUND

BREAK

ROOM

TRAINING

ORDERLY

CONFERENCE

CORRIDOR

MEN

TOILET

FLIGHT

COMMANDER

SECTION

CHIEF

SIPR

FLIGHT

SUPERVISOR

MECHANICAL

ELECTRICAL

READINESS

110 COMM

LACTATION

RECEPTION/

WAITING

COMMANDER

102E

DIRECTOR

OF OPS

102F

FIRST

SERGEANT

102D

SUPERINTENDENT

102C

RESOURCE

ADVISOR

102B

FIRE SUPPRESSION LEGEND

LIGHT HAZARD, .1 GPM OVER

1,500 SQUARE FEET, 250 GPM

HOSE ALLOWANCE

ORDINARY HAZARD, .2 GPM OVER

2,500 SQUARE FEET, 250 GPM

HOSE ALLOWANCE

ESFR SYSTEM, K-16.8 FOR

SPRINKLER HEADS, 500 GPM

HOSE ALLOWANCE

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

FX100

C O

R F

, N

A D

C T

A, N

K, P

F-

-R

-0

-X

-0

N U

O D

R Y

C S

O N

O F6

S-

.rv t

1/16" = 1'-0"1 COMPOSITE FIRST FLOOR FIRE SUPPRESSION PLAN

KEY PLAN

WAREHOUSE

SHIPPING /

RECEIVING

ADMIN

PLAN NORTH

32'8'0 16'

Am e n dm en t #

G en er al R ev is io ns

-1

FIRE SUPPRESSION NOTES:

1. PROVIDE A FIRE SPRINKLER SYSTEM FOR THE ENTIRE

BUILDING IN COMPLIANCE WITH UFC 3-600-01.

2. PROVIDE AN EARLY SUPPRESSION FAST RESPONSE (ESFR)

SYSTEM FOR THE WAREHOUSE. THE WAREHOUSE WILL

NOT BE STORING POL PRODUCTS OR TIRES. THE TARGET

STORAGE HEIGHT IS 19'. THE BUILDING HEIGHT IS 29.4'. THE

SPRINKLER SYSTEM DESIGN IS TO BE BASED UPON CLASS IV

COMMODITIES, NONENCAPSULATED. RACK STORAGE IS

PROVIDED IN THE FACILITY. LAYOUT AND TYPE OF RACKS TO

BE DETERMINED AS PART OF THE NEXT PHASE OF DESIGN.

PROVIDE SCHEDULE

80 SLEEVE UNDER

FOUNDATION WALL

FX501

CCC

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

FX501

O N

A N

D S

O N

, N

A D

C T

A, N

K, P

F-

-R

-0

-X

-0

N U

O D

R Y

C S

O N

O F6

S-

.rv t

Am e n dm en t #

G en er al R ev is io ns

-1

1/4" = 1'-0"1 SPRINKLER RISER PLAN VIEW SOUTH

1/4" = 1'-0"2 SPRINKLER RISER PLAN VIEW WEST

1/4" = 1'-0"3

WAREHOUSE SPRINKLER SHUT-OFF VALVE PLAN VIEW

SOUTH

1/4" = 1'-0"4 FORWARD FLOW TEST CONNECTION PLAN VIEW EAST

SPRINKLER LINE

FROM MECHANICAL

ROOM

ISOLATION VALVE

FOR ESFR SYSTEM

FOR WAREHOUSE

SPRINKLER LINE

TO ESFR SYSTEM

IN WAREHOUSE

HOSE VALVES

FOR FORWARD

FLOW TEST (TYP.)

PIPE INTO MECHANICAL

ROOM FOR FORWARD

FLOW TESTING.

PIPE TO FORWARD

FLOW TEST VALVES.

WATER SERVICE FOR FIRE

SPRINKLER SYSTEM. REFER

TO CIVIL PLANS.

DOUBLE CHECK

VALVE ASSEMBLY

WITH O.S.&Y. VALVES

O.S.&Y. CONTROL

VALVE (TYP.)

SPRINKLER PIPE

TO ESFR SYSTEM

IN WAREHOUSE

WET PIPE SPRINKLER

SYSTEM TO

ADMINISTRATION

AREA.

CHECK VALVE

THRUST BLOCK

WATER LINE FOR

FIRE SPRINKLER

SYSTEM. REFER

TO CIVIL PLANS.

CATHODICALLY PROTECT

THIS PIPE

DOUBLE CHECK VALVE

WITH O.S.&Y. VALVES

PROVIDE CATHODIC

ISOLATION FLANGE

PROVIDE THRUST

RESTRAINT RODS

FROM THIS FLANGE

TO ELBOW.

O.S.& Y. CONTROL

VALVE (TYP.)

TO FORWARD FLOW

TEST HOSE VALVES

TO FIRE DEPARTMENT

CONNECTION

TO ESFR SYSTEM

IN WAREHOUSE

TO WET PIPE

SPRINKLER SYSTEM

IN ADMIN AREA

CATHODICALLY PROTECT

THIS PIPE.

PROVIDE CATHODIC

ISOLATION FLANGE

PROVIDE THRUST

RODS FROM FLANGE

DOWN TO ELBOW

BELOW GROUND

OUT TO FREESTANDING

FIRE DEPARTMENT

CONNECTION. SEE CIVIL

PLANS

PROVIDE THRUST

RODS AND A

THRUST BLOCK.

GENERAL
G-002	INDEX - 1 OF 2 (1)

SITE/CIVIL
CP151	JOINT PLAN (1)
CE401	SURCHARGE EROSION CONTROL PLAN (1)
CU101	UTILITY PLAN (1)
CU503	FIRE DEPARTMENT CONNECTION DETAILS (1)

FIRE PROTECTION
FX100	COMPOSITE FIRST FLOOR FIRE SUPPRESSION PLAN (1)
FX501	FIRE SUPPRESSION DETAILS AND SECTIONS (1)

File details come from the government source that posted it. Updated Aug 23, 2021.