W912QR21R0001_Plans-0002.pdf

PDF 8 MB Posted Oct 2, 2020

Attached to: Multi-Use Helicopter Training Facility (MUHT) at Fort Campbell
Solicitation number: W912QR21R0001
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity notice seeks proposals for a construction project to build a Multi-Use Helicopter Training Facility at Fort Campbell, Tennessee. The project includes construction of a tower, platforms, courtyard trainer, storage building, latrine and associated site work totaling approximately 25,000 square feet. Supporting facilities include electric service and site improvements. The contract duration is estimated at 480 calendar days.

The solicitation will utilize full and open competition and be awarded using best value tradeoff procedures. Evaluation factors include past performance, technical quality, and price. The requirement is classified under NAICS code 236220 with an anticipated value between $1-5 million. The solicitation is expected to be released on August 21, 2020 via SAM.gov and paper copies will not be distributed. Offerors must register in SAM to receive the solicitation and any amendments.

View the file

Other files

File	Type	Posted
W912QR21R0001_Specs-0002.pdf	PDF	Oct 2, 2020
Site Visit Roster.pdf	PDF	Sep 17, 2020
W912QR21R0001Specs-0001.pdf	PDF	Sep 17, 2020
W912QR21R0001Plans-0001.pdf	PDF	Sep 17, 2020
FTC MUHT Utility JA City Power and Light (redacted).pdf	PDF	Aug 27, 2020
W912QR21R0001_Specs-0000.pdf	PDF	Aug 27, 2020
W912QR21R0001_Plans-0000.pdf	PDF	Aug 27, 2020

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DANFORTH DRIVE

JENKINS WAY

HOUSTON STREET

OREGON AVE

8TH STREET

5TH STREET-WRONG

3RD STREET

KENTUCKY AVENUE

TENNESSEE AVENUE

INTERIOR FENCE PATROL ROAD

RAIL UNLOADING ROAD

CIRCLE DRIVE

CHOCTAW LOOP

LOUISIANA ROAD

UNKNOWN

DEXTER AVENUE NORTH

HINES AVENUE

S DRIVE

NORTH BARKER CIRCLE

UNKNOWN

ALABAMA ROAD

KENTUCKY LOOP ROAD

SOUTH BARKER CIRCLE

MCAULIFFE DRIVE

MCAULIFFE LOOP

UNKNOWN

ALABAMA ROAD

UNKNOWN

NORTH CAROLINA ROAD

SOUTH CAROLINA ROAD

UNKNOWN

ALABAMA ROAD

SOUTH CAROLINA ROAD

ALABAMA ROAD

CALIFORNIA ROAD

ROCK ROAD

SPANGLER LOOP ROAD

SCOUT TRAIL

UNKNOWN

G AVENUE

5TH STREET-WRONG

MARKET GARDEN ROAD

BLACKSHEEP RUN

30TH STREET

OHIO ROAD

WEST END ROAD

PERIMETER ROAD

BURNING AREA ROAD

UNKNOWN

TENNESSEE ROAD

TAAL TRAIL

ALASKA AVENUE

MARKET GARDEN ROAD

A SHAU VALLEY ROAD

34TH STREET

DESERT STORM AVENUE

34TH STREET

WICKHAM AVENUE

TENNESSEE AVENUE

29TH STREET

KENTUCKY AVENUE

29TH STREET

KENTUCKY AVENUE

28TH STREET

INDIANA AVENUE

MICHIGAN AVENUE

SOUTH CAROLINA AVENUE

LAWRENCE CIRCLE

VIRGINIA AVENUE

MARYLAND AVENUE

GLIDER ROAD

LAWRENCE CIRCLE

EAST END ROAD

NIGHT STALKER WAY

UNKNOWN

LEV STREET

SIMMONS COURT

BELL WAY

KLINE COURT

NEARY STREET

DEXTER AVENUE NORTH

MCAULIFFE WAY

FLORIDA AVENUE

LEINO LANE

35TH STREET

REED AVENUE

FORD STREET

UNKOWN

2ND STREET - WRONG

34TH STREET

TEXAS AVENUE

29TH STREET

UNKNOWN

SCREAMING EAGLE BOULEVARD

NORTH CAROLINA AVENUE

SOUTH CAROLINA AVENUE

GEORGIA AVENUE

POLK ROAD

KRECKEL COURT

MCDAGIN CIRCLE

POLK ROAD

DENNARD STREET

CATHERMAN WAY

GLEMSER WAY

BROWN WAY

DAVID WAY

DINKINS DRIVE

STANDS ALONE AVENUE

GLEMSER WAY

WHITFIELD WAY

CONNER STREET

SCHOCH WAY

POLK ROAD

BAKER STREET

MILLER LANE

HARBAUGH DRIVE

FLETCHER WAY

FLORIDA AVENUE

PEREMETER ROAD

BARKER DRIVE

INDIANA AVENUE

HAMLON WAY

ALLEN STREET

EAGLE LOOP

BECKWITH DRIVE

AMERMAN WAY

MICHAELIS DRIVE

MCDURMOTT WAY

HONEYCUTT LANE

ALASKA STREET

WOLVERTON DRIVE

WINTERS STREET

CARPENTER WAY

BECKWITH DRIVE

ISAAC STREET

WALKABOUT WAY

KLINE STREET

TOCCOA ROAD

TROUBLESHOOTER DRIVE

RHINELAND STREET

CURRAHEE ROAD

PRIMERA DRIVE

ILLINOIS AVENUE

RIPCORD STREET

MSR NEW MARKET ROAD

Unknown

52ND STREET

UNKNOWN

ANGELS ROAD

UKNOWN

UNKNOWN

46TH STREET

47TH STREET

PERIMETER ROAD

UNKNOWN

H AVENUE

MAHAFFEY LOOP

DESERT STORM AVENUE

SCREAMING EAGLE BOULEVARD

WISCONSIN AVENUE

WICKHAM AVENUE

DESERT STORM AVENUE

13-A STREET

MISSISSIPPI AVENUE

FALCON LOOP

TRANSMITTER ROAD

FENCE PATROL ROAD

INTERIOR FENCE PATROL ROAD

GEORGIA AVENUE

UNKNOWN

NIGHT STALKER WAY

SERVICE ROAD

FENCE PATROL ROAD

SPILLWAY COURT

DEXTER AVENUE SOUTH

SNELL AVENUE

UNKNOWN

CONTRERAS COURT

SABEL STREET

BEERS STREET

BELL ROAD

BLAKELY STREET

SEMINOLE AVENUE

REED AVENUE

STEEL LOOP

UNKNOWN

MOREHEAD COURT

HEIGHTER CIRCLE

ASHCRAFT LOOP

UNKNOWN

DEYSIE ROAD

OBERLEITNER CIRCLE

BENNETT LANE

ROWE STREET

UNKNOWN

UNKNOWNTURNER LANE

PEREZ ROAD

DEWHIRST

JORDAN COURT

BAUMANN AVENUE

BENNETT LANE

BAUMANN AVENUE

PALOMAREZ

BENNETT LANE

ROBERTS ROAD GARVEY ROAD

TRIMBLE BOULEVARD

UNKNOWN

GULLETT COURT

APACHE TRAIL

BLACKHAWK ROAD

DESTINY ALLEY

BLACKSHEEP RUN

B AVENUE

GLIDER ROAD

ENTRANCE ROAD

CHINOOK AVENUE

CIRCLE DRIVE

GREEN STREET

SWANSON WAY

16TH STREET

FALCON LOOP

2ND STREET

14TH STREET

BARKER DRIVE

AIR ASSAULT STREET

GODWIN STREET

SEMINOLE ROAD

2ND STREET

1ST STREET

CARENTAN ROAD

WERNER AVENUE

BASTOGNE AVENUE

CIRCLE DRIVE

CALIFORNIA AVENUE

RISHEL DRIVE

INDIANA AVENUE

SHANNAHAN DRIVE

EAGLE LOOP

ALASKA AVENUE

COUNE STREET

ALASKA AVENUE

MASSACHUSETTS AVENUE

ON THE LINE ROAD

1ST STREET

WICKHAM AVENUE

DESERT STORM AVENUE

MARKET GARDEN ROAD

EAST END ROAD

MCNAIR ROAD

MATAYA ROAD

ON THE LINE ROAD

AIR ASSAULT STREET

AIRBORNE STREET

A SHAU VALLEY ROAD

STILLWELL ROAD

SOUTH GROUP PATROL ROAD

MORGAN ROAD

GORGAS AVENUE

WISCONSIN AVENUE

WEST WISCONSIN AVENUE

ROBERTS ROAD

MORGAN ROAD

PICK STREET

AMERMAM STREET

EBERLE LOOP

SPRECHER WAY

CARBERRY WAY

SCHOOL ROAD

SCHMIDT WAY

SPRECHER WAY

BOWIE WAY KURZ WAY

MORGAN ROAD

PARKER DRIVE

OSTERBURG WAY

WENTWORTH WAY

SCHOOL ROAD

CARTER STREET

SPRECHER WAY

OSTERBURG WAY

PARKER DRIVE

DECKARD WAY

PERRY STREET

DIXIE ROAD

IOWA AVENUE

LEV STREET

ARIZONA AVENUE

POLK ROAD

GLEMSER WAY

NICHOLS STREET

BLAKELEY STREET

C AVENUE

42ND STREET

VERMONT AVENUE

BASTOGNE AVENUE

TENNESSEE AVENUE

WICKHAM AVENUE

DESERT STORM AVENUE

KENTUCKY AVENUE

TENNESSEE AVENUE

INDIANA AVENUE

KENTUCKY AVENUE

WICKHAM AVENUE

42ND STREET

9TH STREET

PERIMETER ROAD

Unknown

35TH STREET

TRANSMITTER ROAD

HEADQUARTERS LOOP ROAD

TRANSMITTER ROADTRANSMITTER ROAD

MAINE AVENUE

46TH STREET

MCAULIFFE LOOP

MCAULIFFE WAY

OHIO AVENUE

11TH AIRBORNE DIVISION ROAD

UNKNOWN

PERIMETER ROAD

11TH AIRBORNE DIVISION ROAD

UNKNOWN

WILLIAM C LEE ROAD

MCAULIFFE WAY

FENCE PATROL ROAD

101ST AIRBORNE DIVISION ROAD

CALIFORNIA ROAD

MISSISSIPPI ROAD

UNKNOWN

STRIKE BOULEVARD

LOOP ROAD

Sabre Airfield Gate

Mabry Road Gate

Gate - 6

Gate - 5

Gate - 2

Gate - 10

CAAF Gate

Gate - 7

Angels Road Gate

Gate - 1

Gate - 3

Gate - 4

Bell Station Road Gate

OASIS Gate

Soccer/Football

Softball

Parade Field

Softball

Lake Tahl

GATE 2

GATE 1

H W

-A

GATE 7 ROAD

H W

A Y

-A

LEE ROAD

D E R R

O A D

K H

A M A

V E

(AIRBORNE AND STILLWELL)

CONVENIENCE CENTER

PROJECT SITE

DISPOSAL AREA

ON-THE-LINE ROAD

BORROW AREA

ANGELS ROAD

(OREGON AVENUE BUILDING 5212)

MANAGEMENT OFFICE (DRMO)

DEFENSE REUTILIZATION

BLDG 5135)

(2ND STREET AND WICKHAM,

OPERATION CENTER (PPOC)

POLLUTION PREVENTION

MABRY GATE

ANGELS GATE

GATE 10

LANDFILL

TO WOODLAWN

ACCESS CONTROL)

(BEYOND FT. CAMPBELL

FT. CAMPBELL

TRUCK ROUTE THRU

BUILDING 2525)

(22ND STREET,

RECYCLE CENTER

ACCESS TO THE SITE DOES NOT REQUIRE ACCESS THRU A SECURITY GATE.

THE SITE IS LOCATED OUTSIDE THE FT. CAMPBELL PERIMETER.

THRU GATE 7. NO OTHER GATES PERMIT TRUCK ACCESS ONTO FT. CAMPBELL.

NOTE: TRUCKS MAY ONLY ACCESS FT. CAMPBELL

D E

N E

D B

D E

S C

M A

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D A

T E

C O

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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

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2 3 4 5 6 7 8 9 10

SHEET ID

®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 N

S I

L O

L E D

T R

A P

C A

M P

B E

L L

H E

O P

T E

R T

R A

G F

A C

P N

T in -h o u s e d e s ig n t e a m

G U

S T

CERTIFIED FINAL SUBMITTAL

D R

A W

G C

O D

F -1

-0

M U

L T I

U S

H O

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GENERAL SHEET NOTES

MATERIALS PER SPECIFICATION SECTION 02 41 00 DEMOLITION.

GRINDING OF 100% OF ANY CONCRETE, ASPHALT, AND MASONRY

-THE CONTRACTOR SHALL BE REQUIRED TO PERFORM ON SITE

A PRIVATE REFUSE HAULER.

EXPENSE. THE CONTRACTOR MAY OBTAIN DUMPSTERS FROM

REUSED) SHALL BE DISPOSED OF AT THE CONTRACTOR'S

-REFUSE/TRASH (MATERIALS THAT CANNOT BE RECYCLED/

STILLWELL ROAD.

CONVENIENCE CENTER LOCATED AT AIRBORNE &

-WOODEN PALLETS (REUSABLE) CAN BE DELIVERED TO THE

BRASS, COPPER, AND BRONZE.

BUILDING 5212. SCRAP METALS CAN BE STEEL, ALUMINUM,

-SCRAP METAL SHALL BE DELIVERED TO DRMO LOCATED AT

THE FORT CAMPBELL RECYCLE CENTER (BUILDING 5225).

-CARDBOARD SHALL BE BROKEN DOWN AND DELIVERED TO

1. SUBMIT A C&D WASTE MANAGEMENT PLAN.

ENVIRONMENTAL DIVISION AT 270-798-9773.

270-798-0972. POC FOR CONSTRUCTION DEBRIS IS DPW-

CLEARING DEBRIS IS DPW-ENGINEERING DESIGN BRANCH AT

LICENSED LANDFILL. POINT OF CONTACT FOR THE LAND

REMOVED FROM THE PROJECT SITE AND DELIVERED TO A

TO THE WOODLAWN LANDFILL. THESE ITEMS SHALL BE

LANDFILL. TREES, BRUSH, STUMPS AND ROOTS SHALL NOT GO

USED ON-SITE SHALL BE HAULED TO THE WOODLAWN

CLEARING AND DEMOLITION OPERATIONS THAT CANNOT BE

HAULED TO ON-THE-LINE ROAD DISPOSAL AREA. DEBRIS FROM

2. EXCESS SOIL THAT CANNOT BE USED ON SITE, SHALL BE

PORTION OF BORROW AREA DISTURBED BY THIS CONTRACT.

270-798-0972. CONTRACTOR IS RESPONSIBLE FOR RESTORING

HIS ACTIVITIES WITH DPW-ENGINEERING DESIGN BRANCH AT

OTHERS. CONTRACTOR SHALL COOPERATE AND COORDINATE

BORROW AREA. THE BORROW AREA WILL BE IN USE BY

3. BORROW MATERIAL CAN BE OBTAINED AT THE ANGELS'S ROAD

ACCEPTED WITHOUT A PASS.

LICENSE NUMBER WILL BE RECORDED. NO MATERIAL WILL BE

MATERIALS. ALSO THE OPERATORS NAME AND VEHICLE

OTHER AUTHORIZED SPECIAL WASTE OR RECYCLABLE

WASTE, WHETHER THE LOAD CONTAINED ASBESTOS OR ANY

OFFICER. ALSO RECORDED WILL BE INFORMATION ON

AND A TABULATION FURNISHED TO THE CONTRACTING

WILL BE WEIGHED AND RECORDED IN THE DATABASE

ENTRANCE INTO THE LANDFILL. ALL LOADS OF DEBRIS

FURNISH LAND FILL PASSES TO THE CONTRACTOR FOR

DPW-ENVIRONMENTAL DIVISION IN BUILDING 2186 WILL

4. ALL C&D DEBRIS MUST GO TO THE WOODLAWN LANDFILL.

900mm X 450mm (24" X 36" X 18") IN SIZE.

ON-POST LANDFILL SHALL BE NO LARGER THAN 600mm X

WOODLAWN LANDFILL. ANY C&D DEBRIS TAKEN TO THE

5. PROJECT WORK AREA IS APPROXIMATELY 6 MILES FROM THE

RESPONSIBLE FOR SEPARATION OF THESE MATERIALS.

ARE ALSO NOT ACCEPTED. THE CONTRACTOR IS

(WOOD PALLETS, CARDBOARD, AND REFUSE, ETC.) LIQUIDS

C&D DEBRIS CONTAMINATED WITH RECYCLABLES OR REFUSE

6. THE GOVERNMENT WOODLAWN LANDFILL WILL NOT ACCEPT

DIVISION.

OFFICER REPRESENTATIVE (COR) AND DPW-ENVIRONMENTAL

INSTALLATION WITHOUT APPROVAL FROM THE CONTRACTING

WOODLAWN LANDFILL SHALL NOT BE REMOVED FROM THE

WHICH ARE ACCEPTABLE FOR DISPOSAL AT GOVERNMENT

7. GOVERNMENT SALVAGABLE MATERIALS AND C&D MATERIALS

QUESTIONS: DPW-ENVIRONMENTAL DIVISION AT 270-798-9773.

8. POINT OF CONTACT FOR SOLID WASTE/RECYCLING

ON FT. CAMPBELL. ALL TRUCKS MUST ENTER THRU GATE 7.

9. CONTRACTOR SHALL UTILIZE GATE 7 FOR TRUCK ACCESS

ENTER THE CANTONMENT AREA, THEY MUST USE GATE 7.

THE FT. CAMPBELL CANTONMENT AREA. IF TRUCKS ARE TO

11. THE PROJECT SITE MAY BE ACCESSED WITHOUT ENTERING

OPERATION CENTER (PPOC)

SHALL BE DISPOSED OF AT THE POLLUTION PREVENTION

(PPOC) AT 2ND STREET AND WICKHAM. FLUORESCENT BULBS

WITH THE POLLUTION PREVENTION OPERATION CENTER

10. ANY HAZARDOUS WASTE REMOVAL SHALL BE COORDINATED

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B S

A Y

L O

D O

R S

C H

GI005A1

NTS

LOCATION MAP

B O

R R

O W D

P O

S A

L A

R E

A P

L A

J S

K H

O R

A M

E N

D M

E N

2Q R

_P la ns -0

EXISTING GRAVEL ROAD

E X

G G

R A

V E

L R

O A

E X

G G

R A

V E

L R

O A

D E X

G G

R A

V E L R

O A

D E

G G

R A

V E L R

O A

EXIS

TIN

G G

RAVEL R

OAD

575 ft.

ft.

580 ft.

f t.

580 ft.

ft.

580 ft.

ft.585 ft.

585 ft.

f t.

585 ft.

f t.

5 f t.

585 ft.

ft.

585 ft.

586 5

587 587

590 ft.

f t.

590 ft.

ft.

f t.

ft.

590 ft.

ft.

590 ft.

ft.

f t.

ft.

595 ft.

f t.

TRAINER

TOWER

TRUXTUN

20 SPACES

PARKING (GRAVEL)

DRAINAGE DITCH

ELEVATED PLATFORM

2 - STORY

ELEVATED PLATFORM

1 - STORY

20 SPACES

PARKING (GRAVEL)

(BLDG 6681)

GARAGEWAY

CL TOWER TRUXTUN

(Option A)

COURTYARD TRAINER

(OPTION A)

ENTRANCE DRIVE

CL COURTYARD

(BLDG 6682)

(OPTION C)

VAULT LATRINE

(BLDG 6683)

(OPTION B)

COVERED BLEACHERS

STORAGE AND

AREA

CONTRACTOR STAGING

STRUCTURES

CONTAINER

EXISTING

D E

N E

D B

D E

S C

M A

R K

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

2 3 4 5 6 7 8 9 10

SHEET ID

®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 N

S I

L O

L E D

T R

C A

M P

B E

L L

H E

O P

T E

R T

R A

G F

A C

P N

T in -h o u s e d e s ig n t e a m

G U

S T

CERTIFIED FINAL SUBMITTAL

D R

A W

G C

O D

F -1

-0

M U

L T I

U S

H O

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B A

C K

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D B

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GENERAL SHEET NOTES

LEGEND

CONTRACTOR WORK LIMITS

SHEET KEYNOTES

3. CONSTRUCTION NOT RESTRICTED BY PHASING

2. PHASE 2 CONSTRUCTION

1. PHASE 1 CONSTRUCTION

AFTER CONSTRUCTION HOURS.

ELEVATED PLATFORM TRAINERS DURING THE EVENING

TRAINING WILL UTILIZE THE NEW TRUXTUN TOWER AND

CONTAINER STRUCTURES ARE REMOVED, HELICOPTER

AND ACCEPTED FOR TRAINING. ONCE THE EXISTING

ELEVATED PLATFORM TRAINERS ARE CONSTRUCTED

BE REMOVED UNTIL THE TRUXTUN TOWER AND BOTH

4. THE EXISTING CONTAINER STRUCTURES SHALL NOT

IS REQUIRED UNTIL THE PERMANENT GATE IS INSTALLED.

TEMPORARY SECURITY FENCE AT THE EAST ENTRANCE

FENCE IS NOT REQUIRED AROUND ENTIRE SITE.

CONTRACTING KOFFICER'S REPRESENTATIVE. SAFETY

SAFETY FENCE SHALL BE COORDIANTED WITH THE

SURROUNDED BY SAFETY FENCE. LOCATION OF

AND SECOND WITH THE PHASE II FACILITIES SHALL BE

AREA ASSOCIATED FIRST WITH THE PHASE I FACILITIES

AREA FROM THE TRAINING AREA. THE CONSTRUCTION

3. SAFETY FENCE SHALL SEPARATE THE CONSTRUCTION

WORK DAY.

SECURE MATERIALS AND EQUIPMENT AFTER EACH

NON-CONSTRUCTION HOURS. THE CONTRACTOR SHALL

2. TRAINING WILL ALSO OCCUR AT THIS SITE DURING

WEST.

ADJUSTED FOR TRAINING TO OCCUR FURTHER TO THE

DURING PHASE 2, FLIGHT PATTERNS WILL BE

ROAD IN THE AREA NORTH OF THE COURTYARD TRAINER.

TRAINING ON THE WEST SIDE OF THE EXISTING GRAVEL

PHASE 1 CONSTRUCTION, HELICOPTERS WILL BE

TO OCCUR DURING CONSTRUCTION HOURS. DURING

1. TRAINING IN THE VICINITY OF THIS SITE WILL NEED

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CS201A1

1"=60'

60' 120'0

A S

G P

L A

PHASING PLAN

J S

K H

O R

A m e n d m e n t

2Q R

_P la ns -0

FINISHED FLOOR

ROOF

8' - 6"

TOF

-4' - 0"

22 ga PRE-FINISHED

METAL WALL PANEL

( MBCI LIGHT STONE )

PRE-FINISHED 22 ga

METAL ROOF PANEL

( MBCI MEDIUM BRONZE )

1x6 ALUMINUM WRAPPED FASCIA

( MATCH ROOF COLOR )

5" CONCRETE SLAB WITH 6 x 6 W6 x W6 WWR

PRE-ENGINEER

CONCRETE VAULT

SOLAR PANEL LOCATION

1/8" SLOPE VAULT

TO CLEAN OUT SIDE

4" PVC VENT PIPE W/ MANUFACTURES

STANDARD TRANSITION BOOT.

FINISHED FLOOR

ROOF

8' - 6"

TOF

-4' - 0"

22 ga PRE-FINISHED METAL

WALL PANEL

( MBCI LIGHT STONE )

PRE-FINISHED 22 ga

METAL ROOF PANEL

( MBCI MEDIUM BRONZE )

1x6 ALUMINUM WRAPPED FASCIA

( MATCH ROOF COLOR )

5" CONCRETE SLAB WITH 6 x 6 6 W6 x W6 WWR

PRE-ENGINEER

CONCRETE VAULT

3'-0" x 7'-0" HM DOOR &

FRAME WITH LOUVER

( MATCH ROOF COLOR )

CONTINOUS PRE-FINISHED

METAL RIDGEVENT BY ROOF

MANUFACTURER

1/8" SLOPE VAULT

TO CLEAN OUT SIDEBACKFILL UNDER SLAB AND

AROUND VAULT WITH

GRANULAR FILL

FINISHED FLOOR

ROOF

8' - 6"

TOF

-4' - 0"

22 ga PRE-FINISHED METAL

WALL PANEL

( MBCI LIGHT STONE )

PRE-FINISHED 22 ga METAL ROOF

PANEL

( MBCI MEDIUM BRONZE )

1x6 ALUMINUM WRAPPED FASCIA

( MATCH ROOF COLOR )

5" CONCRETE SLAB WITH 6 x 6 6 W6 x W6 WWR

PRE-ENGINEERED NON AERATED CHEMICAL

ADDITIVE

CONCRETE VAULT LATRINE

16" x 30" ALUMINUM

AWNING WINDOW WITH

FROST GLASS,

( MATCH ROOF COLOR )

CONTINOUS PRE-FINISHED

METAL RIDGEVENT BY ROOF

MANUFACTURER

1/8" SLOPED VAULT

TO CLEAN OUT SIDE

4" PVC VENT PIPE W/ MANUFACTURES

STANDARD TRANSITION BOOT.

FINISHED FLOOR

ROOF

8' - 6"

TOF

-4' - 0"

22 ga PRE-FINISHED METAL

WALL PANEL

( MBCI LIGHT STONE )

PRE-FINISHED 22 ga METAL

ROOF PANEL

( MBCI MEDIUM BRONZE )

1x6 ALUMINUM WRAPPED FASCIA

( MATCH ROOF COLOR )

5" CONCRETE SLAB

WITH 6 x 6 W6 x W6 WWR

PRE-ENGINEER

CONCRETE VAULT

SOLAR PANEL LOCATION

1/8" SLOPE VAULT

TO CLEAN OUT SIDE

4" PVC VENT PIPE W/ METAL

ROOF MANUFACTURES

STANDARD TRANSITION BOOT

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

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G C

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2 3 4 5 6 7 8 9 10

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-0

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CERTIFIED FINAL

2Q R

9/30/2020 10:41:40 AM

C:\Users\h2eddmj9\Documents\464863_v2018_S_VL_h2eddmj9.rvt

A-201

N S

T C

L, T N

E, K

D . H

C . M

U D

M U

I-U

G F

F Y

1/2" = 1'-0"A-201

1 EAST ELEVATION

1/2" = 1'-0"A-201

2 NORTH ELEVATION

1/2" = 1'-0"A-201

3 SOUTH ELEVATION

1/2" = 1'-0"A-201

4 WEST ELEVATION

GENERAL NOTES - FINISH & EQUIPMENT

1 MANUFACTURERS REFERENCED ARE INTENDED TO ESTABLISH FINISH COLOR, PATTERN, TEXTURE, UNIT SIZE, CAPACITY AND PERFORMANCE MINUMUMS AND ARE NOT INTENDED TO LIMIT SELECTIONS FROM OTHER MANUFACTURERS. WHEN ALTERNATE SELECTIONS ARE SUBMITTED, SUBMITTAL SHALL

INCLUDE COLOR SAMPLES OF MATERIALS FOR COMPARRISON OR COMPLY WITH SPECIFICATION

SPECIFICS AND SUBMITTAL REQUIREMENTS.

2 INTERIOR WALL PANEL FINISH TO BE SELECTED FROM MANUFACTURER STANDARD COLORS.

3 NOT USED.

4 FOR EXTERIOR COLORS NOT INDICATED SEE SHEET TWR A-601

K D

N D

A C

C O

R D

E W

A M

9 /

2Q R

_P la ns -0

4" 6'

D O

O R

H G

5" 3'

3' - 6" 6"

CONTINOUS PRE-FINISHED METAL RIDGEVENT

BY ROOF MANUFACTURER

PRE-FINISHED 22 ga METAL ROOF PANEL ON 5/8" PLYWOOD. FASTEN

SHEATHING TO TRUSSES WITH 8D NAILS @ 6" OC AT EDGES AND 12"

OC AT TRUSSES.PRE-FINISHED 22 ga METAL ROOF PANEL

ON 5/8" PLYWOOD

PRE-ENGINEER ROOF

TRUSSES @ 24" OC

1x6 ALUMINUM WRAPPED

FASCIA

VENTED ALUMINUM SOFFIT

2' - 0"

22 ga PRE-FINISHED METAL

WALL PANEL

3'-0" x 7'-0" HM DOOR &

FRAME WITH LOUVER

METAL DRIP EDGE1x6 ALUMINUM WRAPPED FASCIA

VENTED ALUMINUM SOFFIT

22 ga PRE-FINISHED METAL

WALL PANEL

METAL DRIP EDGE BY ROOF

MANUFACTURER

16" x 30" ALUMINUM AWNING

WINDOW WITH FROST GLASS

5/8" PRESSURE TREATED PLYWOOD.

FASTEN TO STUDS WITH 8D NAILS @

6" OC AT EDGES AND 12" OC ON

STUDS.

2x6 TREATED LUMBER BEARING WALL @

24" OC WITH 1/4" HDPE INTERIOR

1" HDPE TOILET

PARTITION

18" HIGH STAINLESS

TOILET STOOL WITH

MANUFACTURER SEAT

5" CONCRETE SLAB WITH 6 x 6 6 W6 x W6 WWR

PRE-ENGINEER CONCRETE VAULT BELOW WITH 1/8"

SLOPE VAULT TO CLEANOUT SIDE MIN 800 GALLON

CAPACITY

4' - 0"12' - 0"

3" 12"

SEAL INTERIOR

AND EXTERIOR

OF VAULT

PERIMETER SILL FLASHING

CONTINUOUS. FASTEN SILL PLATE TO

SLAB WITH 1/2" WEDGE ANCHORS OR

THREADED EXPOXIED ANCHOR RODS

@ 24" OC. OFFSET SILL ANCHORS

FROM SLAB EDGE 3" MINIMUM.

A-301

5/8" PRESSURE TREATED

PLYWOOD

ISOLATION JOINT BETWEEN

SLAB AND VAULT

A-301

2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 10 1/2" PRE-FINISHED 22 ga METAL ROOF

PANEL ON 5/8" PLYWOOD

PRE-ENGINEER ROOF

TRUSSES @ 24" OC

1x6 ALUMINUM WRAPPED FASCIA

22 ga PRE-FINISHED METAL

WALL PANEL

22 ga PRE-FINISHED METAL

WALL PANEL

16" x 30" ALUMINUM AWNING

WINDOW WITH FROST GLASS

5/8" PRESSURE TREATED

PLYWOOD

2x6 TREATED LUMBER BEARING WALL

@ 24" OC WITH 1/4" HDPE INTERIOR

1" HDPE TOILET

PARTITION

18" HIGH STAINLESS TOILET

STOOL WITH MANUFACTURER

SEAT

5" CONCRETE SLAB WITH

6 x 6 W6 x W6 WWR

PRE-ENGINEER CONCRETE

VAULT BELOW WITH 1/8" SLOPE

VAULT TO CLEANOUT SIDE MIN

800 GALLON CAPACITY

SEAL INTERIOR

AND EXTERIOR

OF VAULT

PERIMETER SILL FLASHING

CONTINUOUS

5/8" PRESSURE TREATED

PLYWOOD

2x6 TREATED LUMBER

BEARING WALL @ 24" OC

WITH 1/4" HDPE INTERIOR

1x6 ALUMINUM WRAPPED FASCIA

2x4 TREATED LUMBER @ 16" OC

PARTITION TO ROOF WITH 1/4" HDPE

BOTH SIDES

48" x 15" 16 ga STAINLESS

STEEL TROUGH URINAL

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

D R

G C

O D

2 3 4 5 6 7 8 9 10

D T

-H

O U

F-

-0

O R

C K

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A-301

G S

O N

T C

L, T N

E, K

D . H

C . M

U D

M U

I-U

G F

F Y

1/2" = 1'-0"A-301

1 BUILDING SECTION -1

1/2" = 1'-0"A-301

2 BUILDING SECTION - 2

K D

N D

A C

C O

R D

E W

A M

9 /

2Q R

_P la ns -0

DOOR TYPE L

SEE SCHEDULE

EQ. 2' - 0" EQ.

8" 2'

LOUVER

FINISHED FLOOR

FRAME TYPE A

HOLLOW METAL

2" 2"

PER SCHEDULE

FINISHED FLOOR

WINDOW TYPE VL01

2' - 6"

2" 2"

HOLLOW METAL

FRAME

SEALANT, BOTH

SIDES

2X6 TREATED

LUMBER BEARING

WALL @ 24" O.C.

DOOR

BLOCKING

HEAD TRIM /

PREFINISH METAL

FLASHING

PRE-FINISHED METAL

WALL PANEL

1/4" HDPE

INTERIOR

5/8" PRESSURE

TREATED PLYWOOD

HOLLOW METAL

FRAME

SEALANT, BOTH

SIDES

DOOR

BLOCKING

JAMB TRIM /

PREFINISH METAL

FLASHING

PRE-FINISHED METAL

WALL PANEL

FRAME ANCHOR,

3 PER SIDE

2X6 TREATED

LUMBER BEARING

WALL @ 24" O.C.

1/4" HDPE

INTERIOR

5/8" PRESSURE

TREATED PLYWOOD

ALUMINUM

WINDOW FRAME

SEALANT, BOTH

SIDES

BLOCKING

HEAD TRIM /

PREFINISH METAL

FLASHING

PRE-FINISHED METAL

WALL PANEL

GLAZING

2X6 TREATED

LUMBER BEARING

WALL @ 24" O.C.

1/4" HDPE

INTERIOR

5/8" PRESSURE

TREATED PLYWOOD

SEALANT, BOTH

SIDES

BLOCKING

JAMB TRIM /

PREFINISH METAL

FLASHING

PRE-FINISHED

METAL WALL PANEL

ALUMINUM

WINDOW FRAME

GLAZING

2X6 TREATED

LUMBER BEARING

WALL @ 24" O.C.

1/4" HDPE

INTERIOR

5/8" PRESSURE

TREATED PLYWOOD

ALUMINUM

WINDOW FRAME

SEALANT, BOTH

SIDES

BLOCKING

HEAD TRIM /

PREFINISH METAL

FLASHING

PRE-FINISHED METAL

WALL PANEL

GLAZING

2X6 TREATED

LUMBER BEARING

WALL @ 24" O.C.

1/4" HDPE

INTERIOR

5/8" PRESSURE

TREATED PLYWOOD

WEATHERSEALHOLLOW METAL DOOR,

SEE DOOR SCHEDULE

HOLLOW METAL DOOR

FRAME BEYOND

ALUMINUM THRESHOLD

SILL SEALANT

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

D R

G C

O D

2 3 4 5 6 7 8 9 10

D T

-H

O U

F-

-0

O R

C K

CERTIFIED FINAL

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A-601

D O

O R

O W

S C

D D

T C

L, T N

E, K

D . H

O O

E / B

C . M

U D

M U

I-U

G F

F Y

DOOR SCHEDULE

DOOR NO. SINGLE / PAIR TYPE

DOOR

GLAZING

DOOR

FIRE

RATING

FRAME

COMMENTS:

SIZE

MATERIAL FINISH

UNDER

CUT TYPE MATERIAL FINISH

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB

VL01 SINGLE L 3' - 0" 7' - 0" 2" HM PNT - - - A HM PNT 4 5 SILL DETAILS : 6

VL02 SINGLE L 3' - 0" 7' - 0" 2" HM PNT - - - A HM PNT 4 5 SILL DETAILS : 6

WINDOW SCHEDULE

Count Mark

R.O.

Type

FRAME GLAZING DETAILS

Head Height Remarks (See Notes Below)Width Height Finish Material Type Thickness Head Jamb Window_Sill

3 VL01 2' - 6" 1' - 4" Window_Fixed ANOD ALUM GL-1 - 7 8 9 7' - 10" GL-1 = EXTERIOR INSULATED GLAZING

ABREVIATIONS:

STL = STEEL

HM = HOLLOW METAL

PNT = PAINT

MANU = MANUFACTURER

MTL = METAL

ALUM = ALUMINUM

ANOD = ANODIZED

GL = GLAZING

1/4" = 1'-0"1 DOOR TYPES

1/4" = 1'-0"2 DOOR FRAMES

1/4" = 1'-0"3 WINDOW TYPE

3" = 1'-0"4 HEAD - HM DR FRAME @ WOOD FRAME

3" = 1'-0"5 JAMB - HM DR FRAME @ WOOD FRAME

3" = 1'-0"7

HEAD - ALUMINUM WINDOW FRAME @

WOOD FRAME

3" = 1'-0"8

JAMB - ALUMINUM WINDOW FRAME @

WOOD FRAME

3" = 1'-0"9

SILL - ALUMINUM WINDOW FRAME @

WOOD FRAME

3" = 1'-0"6 SILL - HM DR FRAME @ WOOD FRAME

K D

N D

A C

C O

R D

E W

A M

9 /

2Q R

_P la ns -0

A-201

8' x 8' COILING OVERHEAD DOOR WITH MANUAL CHAIN HOIST

36" x 48" ALUMINUM

FIXED WINDOW

3'-0" X 7'-0" INSULATED HM DOOR AND FRAME. SEE

SPECIFICATION SECTION 08 11 13 FOR DOOR TYPE AND

HARDWARE.

12' - 0" 12' - 0"

8' - 0"

32' - 0"

8" CONCRETE FILLED

STEEL PIPE BOLLARD.

PAINT SAFETY YELLOW.

DUCTLESS SPLIT SYSTEM INDOOR UNIT DSS-1. MOUNT

UNIT 48" AFF WITH LINESET VERTICLE RUN

INSTALLED ON THE INTERIOR.

DUCTLESS SPLIT SYSTEM

OUTDOOR UNIT

CONDENSING UNIT CU-1

ALUMINUM BLEACHERS, SEE SPECIFICATION

SECTION 05 50 13

21' - 0"

A B C

STORAGE

PROVIDE 5" THICK CONCRETE HOUSE

KEEPING SLAB UNDER CONDENSING

UNIT. MINUMUM SLAB SIZE TO BE 6"

WIDER AND LONGER THAN NEW

CONDENSING UNIT.

COVERED

VIEWING AREA

STO01

ARCHITECTURAL LEGEND

WINDOW TAGS

DOOR TAGS

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

D R

G C

O D

2 3 4 5 6 7 8 9 10

D T

-H

O U

F-

-0

O R

C K

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A-101

STO

O R

T C

L, T N

T D

D H

C M

U D

M U

I-U

G F

F Y2

1/4" = 1'-0"A-201

1 FIRST FLOOR PLAN

PLAN NORTH

GENERAL NOTES - FLOOR PLAN

1 STORAGE BUILDING STRUCTURAL, PRE-FINISHED INSULATION METAL WALL PANELS, ROOF PANELS & BUILDING ACCESSORIES SHALL BE PER PEMB

MANUFACTURER

2 SLOPE EXTERIOR COVERED CONCRETE SLAB 1/8" PER FOOT AWAY FROM STORAGE.

3 SEE STO A-601 FOR TYPICAL HM DOOR & FRAME DETAILS.

4 SEE SHEET S-001 FOR SLAB ON GRADE REQUIREMENT

5 COORDINATE DOOR, WINDOW AND HVAC INSTALLATION WITH PEMB MANUFACTURER

K D

N D

A C

C O

R D

E W

A M

9 /

2Q R

_P la ns -0

DOOR TYPE F

SEE SCHEDULE

DOOR TYPE OC -

OVERHEAD COILING

SEE SCHEDULE

FINISHED FLOOR

FRAME TYPE A

HOLLOW METAL

2" 2"

PER SCHEDULE

HOLLOW METAL

FRAME

SEALANT, BOTH

SIDES

STRUCTURAL STEEL,

SEE STRUCTURAL

DOOR

BLOCKING

HEAD TRIM /

PREFINISH METAL

FLASHING

PRE-FINISHED METAL

WALL PANEL

HOLLOW METAL

FRAME

SEALANT, BOTH

SIDES

STRUCTURAL STEEL,

SEE STRUCTURAL

DOOR

BLOCKING

JAMB TRIM /

PREFINISH METAL

FLASHING

PRE-FINISHED METAL

WALL PANEL

FRAME ANCHOR,

3 PER SIDE

WEATHERSEALHOLLOW METAL DOOR,

SEE DOOR SCHEDULE

HOLLOW METAL DOOR

FRAME BEYOND

ALUMINUM THRESHOLD

SILL SEALANTFINISHED FLOOR

WINDOW TYPE STO01

3' - 0"

2" 2"

ALUMINUM

WINDOW FRAME

SEALANT, BOTH

SIDES

STRUCTURAL STEEL,

SEE STRUCTURAL

BLOCKING

HEAD TRIM /

PREFINISH METAL

FLASHING

PRE-FINISHED METAL

WALL PANEL

GLAZING

SEALANT, BOTH

SIDES

STRUCTURAL STEEL,

SEE STRUCTURAL

BLOCKING

JAMB TRIM /

PREFINISH METAL

FLASHING

PRE-FINISHED METAL

WALL PANEL

ALUMINUM

WINDOW FRAME

GLAZING

ALUMINUM

WINDOW FRAME

SEALANT, BOTH

SIDES

STRUCTURAL STEEL,

SEE STRUCTURAL

BLOCKING

HEAD TRIM /

PREFINISH METAL

FLASHING

PRE-FINISHED METAL

WALL PANEL

GLAZING

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

D R

G C

O D

2 3 4 5 6 7 8 9 10

D T

-H

O U

F-

-0

O R

C K

CERTIFIED FINAL

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A-601

STO

D O

O R

O W

S C

D D

T C

L, T N

T D

O O

E / B

. A

C . M

U D

M U

I-U

G F

F Y2

K D

N D

A C

C O

R D

E W

A M

9 /

DOOR SCHEDULE

DOOR NO.

SINGLE /

PAIR TYPE

DOOR

GLAZING

DOOR

FIRE

RATING

FRAME

COMMENTS:

SIZE

MATERIAL FINISH

UNDER

CUT TYPE MATERIAL FINISH

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB

STO01 SINGLE F 3' - 0" 7' - 0" 0' - 2" HM PNT - - - A HM PNT 4 / A-601 5 / A-601 SILL DETAILS : 6 / A-601 STO02 SINGLE OC 8' - 0" 8' - 0" 0' - 2" MTL PNT - - - - MTL PNT 1 / A-602 2 / A-601 SILL DETAILS : 3 / A-602

WINDOW SCHEDULE

Count Mark

R.O.

Type

FRAME GLAZING DETAILS

Head

Height Remarks (See Notes Below)Width Height Finish Material Type Thickness Head Jamb Window

_Sill 1 STO01 3' - 0" 4' - 0" Fixed ANOD ALUM GL-1 - 7 / A-601 8 / A-601 9 / A-601 7' - 0" GL-1 = EXTERIOR INSULATED GLAZING

1/4" = 1'-0"1 DOOR TYPES

1/4" = 1'-0"2 DOOR FRAMES

3" = 1'-0"4 HEAD - HM DR FRAME @ PEMB

3" = 1'-0"5 JAMB - HM DOOR FRAME @ PEMB

3" = 1'-0"6 SILL - HM DR FRAME @ PEMB

1/4" = 1'-0"3 WINDOW TYPE

3" = 1'-0"7

HEAD - ALUMINUM WINDOW FRAME @

PEMB

3" = 1'-0"8

JAMB - ALUMINUM WINDOW FRAME @

PEMB

3" = 1'-0"9

SILL - ALUMINUM WINDOW FRAME @

PEMB

ABREVIATIONS:

STL = STEEL

HM = HOLLOW METAL

PNT = PAINT

MANU = MANUFACTURER

MTL = METAL

ALUM = ALUMINUM

ANOD = ANODIZED

GL = GLAZING

2Q R

_P la ns -0

STEEL STRUCTURAL,

SEE STRUCTURAL

HEAD TRIM /

PREFINISH METAL

FLASHING

PRE-FINISHED METAL

WALL PANEL

OVERHEAD COILING DOOR

HOOD AND STEEL ANGLE DOOR

GUIDE FASTEN TO WALL

PER MANUF. RECOMMENDATIONS

OVERHEAD COILING DOOR

STEEL ANGLE DOOR

GUIDE FASTEN TO WALL

PER MANUF. RECOMMENDATIONS

STEEL STRUCTURAL,

SEE STRUCTURAL

JAMB TRIM /

PREFINISH METAL

FLASHING

OVERHEAD COILING DOOR

STEEL ANGLE DOOR

GUIDE FASTEN TO WALL

PER MANUF. RECOMMENDATIONS

STEEL ANGLE PER MANUF.

RECOMMENDATIONS

PRE-FINISHED METAL

WALL PANEL

OVERHEAD COILING DOOR

STEEL ANGLE DOOR

GUIDE FASTEN TO WALL

PER MANUF. RECOMMENDATIONS

STEEL ANGLE,

PER MANUF. RECOMMENDATIONS

FIRST FLOOR

CONCRETEFLOOR,

SEE STRUCT.

1/ 2"

JAMB TRIM /

PREFINISH METAL

FLASHING

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

D R

G C

O D

2 3 4 5 6 7 8 9 10

D T

-H

O U

F-

-0

O R

C K

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A-602

STO

R H

C O

G D

O O

R D

T C

L, T N

T D

O O

E / B

. A

C . M

U D

M U

I-U

G F

F Y2

K D

N D

A C

C O

R D

E W

A M

9 /

3" = 1'-0"1 HEAD - EXT. OC DOOR @ PEMB

3" = 1'-0"2 JAMB - EXT. OC DOOR @ PEMB

3" = 1'-0"3 SILL - EXT. OC DOOR @ PEMB

2Q R

_P la ns -0

D3D3

AB A.6

A-410

TWR01

18' - 6" 3' - 0" 18' - 6"

6" 7'

40' - 0"

TWR01

HELICOPTER LANDING ABOVE

A-501

95.51°

MSE CONCRETE

CLADDED RETAINING

WALL ( TYP. )

SEE SHEET S-501

MSE CONCRETE

CLADDED RETAINING

WALL ( TYP. )

SEE SHEET S-501

MSE CONCRETE

CLADDED RETAINING

WALL ( TYP. )

SEE SHEET S-501

A-501

Sim

ARCHITECTURAL LEGEND

WINDOW TAGS

DOOR TAGS

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

D R

G C

O D

2 3 4 5 6 7 8 9 10

D T

-H

O U

F-

-0

O R

C K

CERTIFIED FINAL

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A-110

TWR

R P

T C

L, T N

T D

. H

O O

E / B

. A

C . M

U D

M U

I-U

G F

F Y2

3/16" = 1'-0"A-201

1 FIRST FLOOR PLAN ( GRADE LEVEL )

PLAN NORTH

GENERAL NOTES - ARCHITECTURAL

1 REFER TO ELECTRICAL DRAWINGS FOR LANDING

PLATFORM PAINT SCHEME

K D

N D

A C

C O

R D

E W

A M

9 /

2Q R

_P la ns -0

STEEL SHIP LADDER

STEEL SHIP HANDRAIL

A-411

TOP RAIL (3 SIDES OF OPENING)

INTERMEDIATE RAIL (3 SIDES OF OPENING)

Q U

P ( 1

'-0

0" H

G T.

A-411

Q U

P ( 1

'-0

" H G

LEVEL 3

26' - 0"

LEVEL 2

14' - 0"

BA.6

3 5/8" 25ga STEEL STUD

WITH TOP & BOTTOM SLIP

TRACK @ 16" O.C. WITH

3/4" P.T. PLYWOOD BOTH

SIDES, TYP.

TOP RAILING

INTERMEDIATE RAILING

C CHANNEL

STEEL STRINGER

CONCRETE SLAB,

SEE STRUCT.

STAIR LANDING

CONCRETE SLAB,

SEE STRUCT.

STEEL STRUCTURAL,

SEE STRUCT.

STEEL STRUCTURAL,

SEE STRUCT.

3' - 0"

STEEL SHIP HANDRAIL

STEEL SHIP LADDER

STEEL SHIP STEPS, ( TYP. )

Q U

P ( 1

'-0

" H G

A-411

Sim

A-411

Q U

P ( 1

'-0

" H G

LEVEL 6

62' - 0"

T/PARAPET - 2

66' - 0"

LEVEL 5

50' - 0"

STEEL SHIP LADDER

STEEL SHIP HANDRAIL

ROOF HATCH

Q U

P ( 1

'-0

TOEBOARD

BASE PLATE

SEE 4/A-401

1-1/2" NOMINAL STEEL

PIPE TOP GUARDRAIL

PACIFIC GRATING

W-11-4 1-1 1/2"x3/16"

WITH SERRATED

SURFACE OR

APPROVED EQUAL. SEE

STRUCTURAL

STEEL

STRUCTURE

GRATING

MOUNTING

BRACKET

SEE DETAIL

4/A-401

1-1/2" NOMINAL STEEL

PIPE MIDDLE GUARDRAIL

1-1/2" NOMINAL STEEL PIPE

POST @ 4'-0" O.C. MAX

TOEBOARD

BASE PLATE

SEE 4/A-401

1-1/2" NOMINAL STEEL

PIPE TOP GUARDRAIL

1-1/2" NOMINAL STEEL

PIPE MIDDLE GUARDRAIL

1-1/2" NOMINAL STEEL PIPE

POST @ 4'-0" O.C. MAX

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

D R

G C

O D

2 3 4 5 6 7 8 9 10

D T

-H

O U

F-

-0

O R

C K

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A-411

TWR

W / S

O N

D D

T C

L, T N

T D

. H

O O

E / B

. A

C . M

U D

M U

I-U

G F

F Y2

3/8" = 1'-0"A-411

1 SHIP LADDER SECTION ( TYP. )

3/8" = 1'-0"A-410

4 STAIR SECTION, ( TYPICAL )

3/8" = 1'-0"A-130

2 SHIP LADDER ELEVATION ( TYP. )

3/8" = 1'-0"A-140

3 ROOF HATCH SHIP LADDER SECTION

K D

N D

A C

C O

R D

E W

A M

9 /

3/4" = 1'-0"A-410

5 GUARDRAIL AND PLATFORM LADDER DETAILS

2Q R

_P la ns -0

95.51° / FIELD VERIFY

5' - 0"

3' - 6"

LANDING DECK

PAINT SCHEME

SEE E-102 FOR

DIMENSION

HELICOPTER LANDING

FLIGHT DECK

SAFETY NETTING,

TYP.

5' - 0"

90.00° / FIELD VERIFY

3' - 4"

PARAPET WALL

ROOF

ROOF SAFETY NETTING

MAX ( TYP. )

7' - 6"

SAFETY NETTING

2 1/2" DIA .

SCHED 80 PIPE

A-502

5' - 0"

1' - 6"

1/2" x 4"

STEEL PLATE

2 1/2"

SCHED 80

PIPE

SAFETY NETTING

3 5/8"

68.20°

2 1/2" SCHED 80 PIPE

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

D R

G C

O D

2 3 4 5 6 7 8 9 10

D T

-H

O U

F-

-0

O R

C K

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A-502

TWR

N G

T C

L, T N

T D es ig ne r

Au th or

C he ck er

M U

I-U

G F

F Y2

3/8" = 1'-0"A-120

1 ENLARGED FLIGHT DECK SAFETY NETTING

3/8" = 1'-0"A-140

2 ENLARGED ROOF SAFETY NETTING

3/8" = 1'-0"A-120

5 TYPICAL SAFETY NETTING

3 FLIGHT DECK SAFETY NETTING ISOMETRIC

4 ROOF SAFETY NETTING ISOMETRIC

6 SAFETY NETTING ISOMETRIC

3/8" = 1'-0"A-502

7 SAFETY NETTING SECTION

GENERAL NOTES - SAFETY NETTING

1 NOT USED.

2 GALVANIZED STEEL FRAME, ATTACHED PER MANUFACTURER’S RECOMMENDATIONS, OUTFITTED WITH NYLON WEBBING.

3 DESIGN AND FABRICATION OF FIXED FLIGHT DECK AND ROOF SAFETY NET ASSEMBLES (FRAME, NETS, ATTACHMENT POINTS, COMPONETS, ETC.)

SHALL MEET THE FOLLOWING DESIGN LOAD REQUIREMENT :

3a ASSEMBLY SHALL BE CAPABLE OF WITHSTANDING TWO ( 2 ) DOWNWARD STATIC LOADS OF 1,000 LBS EACH, APPLIED SIMULATANEOUSLY AT THE 1/3 POINTS ALONG THE STRUCTURE FRAME MEMBER WITHOUT PERMANENT DEFLECTION OR DEFORMATION.

3b ASSEMBLY SHALL BE CAPABLE OF WTIHSTANDING A DOWNWARD STATIC LOAD OF 1,000 LBS, APPLIED AT THE MIDPOINT OF THE SIDE FRAME

MEMBERS WITH PERMANENT DEFLECTION OR DEFORMATION.

4 WELDING AND INSPECTION OF WELDS SHALL BE AS FOLLOWS :

4a UNLESS OTHERWISE SPECIFIED, WELDING SHALL BE IN ACCORDANCE WITH MIL-STD-1689.

4b ALL WELDS SHALL BE GIVEN A VISUAL INSPECTION (VT) IN ACCORDANCE WITH MIL-STD-1689. WELDS SHALL BE EVALUATED USING CLASS 3 ACCEPTANCE CRITERIA OF MIL-STD-2035. RECORDS OF VT AND WORKMANSHIP INSPECTIONS SHALL BE MAINTAINED IN ACCORDANCE WITH

MIL-STD-1689.

FRAME SAFETY NETS AND FILLER NETS SHALL BE ARRANGED AND SIZED TO PROVIDE A MINIMUM HORIZONTAL COVERAGE OF SIXTY (60) INCHES FROM THE DECK AND ROOF EDGE TO THE STRUCTURE EDGE OF THE FRAME. CORNER SAFETY NETS SHALL BE SIZED TO PROVIDE A MINIMUM HORIZONTAL COVERAGE OF SIXTY (60) INCHES FROM THE CORNER OF THE DECK TO THE STRUCTURE EDGE OF THE SAFETY NETTING.

6 THE STRUCTURE EDGE OF SAFETY NET FRAME SHALL BE ADJUSTED TO BE 1'-0" BELOW WITH FLIGHT AND ROOF DECK. RANGE OF ADJUSTMENT SHALL BE LIMITED TO PLUS ZERO (0) INCHES ABOVE OR MINUS THREE (3) INCHES BELOW FLIGHT AND ROOF DECK.

MAIN NET AND FILLER NET SHALL BE SIZED SO THAT WHEN SECURELY LASHED TO THE FRAME(S), THE MARGIN ROPE OR NET (IN THE ABSENCE OF A MARGIN ROPE) MAKE FULL CONTACT WITH THE FRAME(S) AND THE NET WILL SAG FROM ITS OWN WEIGHT A MINUMUM OF FIVE (5) INCHES AND A MAXIMUM OF NINE (9) INCHES. ADDITIONALLY FOR FILLER NETS, THE STRUCTURE PENDANT ASSEMBLY OR STRUCTURE MARGIN LINE (IN THE ABSENCE OF A PENDANT ASSEMBLY) SHALL BE SIZED TO LIMIT THE SAG TO A MINIMUM OF ONE (1) INCHES AND MAXIMUM OF FIVE (5) INCHES.

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DOOR TYPE F DOOR TYPE H -

HANGAR DOOR

SEE SCHEDULE

DOOR TYPE OC -

OVERHEAD COILING

SEE SCHEDULE EQ EQ

FINISHED FLOOR

FRAME TYPE A

HOLLOW METAL

2" 2"

PER SCHEDULE

HOLLOW METAL

FRAME

SEALANT, BOTH

SIDES

STRUCTURAL STEEL,

SEE STRUCTURAL

DOOR

BLOCKING

HEAD TRIM /

PREFINISH METAL

FLASHING

PRE-FINISHED METAL

WALL PANEL

HOLLOW METAL

FRAME

SEALANT, BOTH

SIDES

STRUCTURAL STEEL,

SEE STRUCTURAL

DOOR

BLOCKING

JAMB TRIM /

PREFINISH METAL

FLASHING

PRE-FINISHED METAL

WALL PANEL

FRAME ANCHOR,

3 PER SIDE

WEATHERSEALHOLLOW METAL DOOR,

SEE DOOR SCHEDULE

HOLLOW METAL DOOR

FRAME BEYOND

ALUMINUM THRESHOLD

SILL SEALANT

US Army Corps of Engineers ®

SHEET ID

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C:\Users\h2eddmj9\Documents\464863_v2018_S_TWR_h2eddmj9.rvt

A-601

TWR

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USACE_DOOR SCHEDULE

DOOR NO.

SINGLE /

PAIR TYPE

DOOR

GLAZING

DOOR

FIRE

RATING

FRAME

COMMENTS:

SIZE

MATERIAL FINISH

UNDER

CUT TYPE MATERIAL FINISH

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB

TWR01 SINGLE OC 8' - 0" 7' - 0" 0' - 2" STL PNT NONE N/A N/A MANU MANU PNT 7 8 SILL DETAIL #9 TWR02 SINGLE F 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT NONE N/A N/A A HM PNT 4 5 SILL DETAIL #6 TWR03 ASSEMBLY H 16' - 4" 10' - 0" 0' - 3" STL PNT NONE N/A N/A MANU MANU PNT 10 - SILL DETAIL #11 TWR04 SINGLE F 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT NONE N/A N/A A HM PNT 4 5 SILL DETAIL #6 TWR05 SINGLE F 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT NONE N/A N/A A HM PNT 4 5 SILL DETAIL #6

USACE_WINDOW SCHEDULE

Count Mark

R.O.

Type

FRAME GLAZING DETAILS

Head

Height Remarks (See Notes Below)Width Height Finish Material Type Thickness Head Jamb Window

_Sill 30 TWR01 4' - 6" 3' - 0" FRP Window new PNT FRP N/A - - - WD 7' - 0" 1

1/4" = 1'-0"1 DOOR TYPES

1/4" = 1'-0"2 DOOR FRAMES 3

TYP. FRP SLIDING PLATE WINDOW

ISOMETRIC

3" = 1'-0"4 HEAD - HM DR FRAME @ PEMB

3" = 1'-0"5 JAMB - HM DOOR FRAME @ PEMB

3" = 1'-0"6 SILL - HM DR FRAME @ PEMB

BUILDING COLOR SCHEDULE

SAFETY RAILING AT SHIP LADDERS SAFETY YELLOW

POLYUREA PARAPET COATING SHIP GRAY (RED-78, GREEN 78, BLUE 76)

NETTING FRAME SHIP GRAY (RED-78, GREEN 78, BLUE 76)

ALL EXTERIOR METAL SHIP GRAY (RED-78, GREEN 78, BLUE 76)

FRP WINDOW PANELS AND TRACK SHIP GRAY (RED-78, GREEN 78, BLUE 76)

HM DOORS AND FRAMES SHIP GRAY (RED-78, GREEN 78, BLUE 76)

ROOF HATCH SHIP GRAY (RED-78, GREEN 78, BLUE 76)

VAULT LATRINE METAL ROOF MBCI MEDIUM BRONZE

VAULT LATRINE METAL WALL MBCI LIGHT STONE

STORAGE BUILDING METAL ROOF MBCI CFR MEDIUM BRONZE

STORAGE BUILDING METAL WALL MBCI CF-FLUTED LIGHT STONE

TOWER METAL WALL MBCI LIGHT STONE

HELICOPTER PAD PAINT SAFETY YELLOW

EP1, EP2, CY CONCRETE WALLS TANABREVIATIONS:

STL = STEEL

HM = HOLLOW METAL

PNT = PAINT

MANU = MANUFACTURER

1. SEE STRUCTURAL SHEET S-512 FOR DETAILS OF FRP WINDOW FABRICATION

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NOTE:

MANUFACTURERS REFERENCED ARE INTENDED TO ESTABLISH FINISH COLOR,

PATTERN, TEXTURE, UNIT SIZE, CAPACITY AND PERFORMANCE MINIMUMS AND ARE

NOT INTENDED TO LIMIT SELECTIONS FROM OTHER MANUFACTURERS. WHEN

ALTERNATE SELECTIONS ARE SUBMITTED, SUBMITTAL SHALL INCLUDE COLOR

SAMPLES OF MATERIALS FOR COMPARISON OR COMPLY WITH SPECIFICATION

SPECIFICS AND SUBMITTAL REQUIREMENTS.

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STEEL STRUCTURAL,

SEE STRUCTURAL

HEAD TRIM /

PREFINISH METAL

FLASHING

PRE-FINISHED METAL

WALL PANEL

OVERHEAD COILING DOOR

HOOD AND STEEL ANGLE DOOR

GUIDE FASTEN TO WALL

PER MANUF. RECOMMENDATIONS

OVERHEAD COILING DOOR

STEEL ANGLE DOOR

GUIDE FASTEN TO WALL

PER MANUF. RECOMMENDATIONS

STEEL STRUCTURAL,

SEE STRUCTURAL

JAMB TRIM /

PREFINISH METAL

FLASHING

OVERHEAD COILING DOOR

STEEL ANGLE DOOR

GUIDE FASTEN TO WALL

PER MANUF. RECOMMENDATIONS

STEEL ANGLE,

SEE STRUCT.

PRE-FINISHED METAL

WALL PANEL

HANGAR DOOR I-BEAM TRACK,

PER MANUFACTURER

ROLLING HANGAR DOOR,

PER MANUFACTURER

ROLLING HANGAR DOOR,

PER MANUFACTURER

HANGAR DOOR WHEEL GUIDE,

PER MANUFACTURER

CONTINUOUS NEOPRENE TOE GUARD

CONCRETE TOPPING

HOLLOW CORE CONCRETE FLOOR.

DOOR TRACK SHALL NOT PENETRATE

CONCRETE TOPPING OR FLOOR WITHOUT

DESIGNER OF RECORD APPROVAL.

TOP MOUNT BI-PARTING HANGAR DOOR

THRESHOLD WITH INTEGRAL RAIL TO BE

THRESHOLD ANCHORS PER

DOOR MANUFACTURER

OVERHEAD COILING DOOR

STEEL ANGLE DOOR

GUIDE FASTEN TO WALL

PER…

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File details come from the government source that posted it. Updated Oct 2, 2020.