P907_Amend0006_Drawings.pdf

W D

AB201

A1

AB202

A1

AB201

C1

E

D

A

A1

AB301

C1

AB301

AB202

C1

6'

6"

7 9

C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

ENTRY

CORRIDOR

SUPERVISOR

OFFICE

106-B

SUPERVISOR

OFFICE

106-C

ELECTRONICS

TECHNICIAN

TRAILER

SHOP

PRODUCTION

SHOP

WELD

SHOP

REPAIR

BAY

REPAIR

BAY

REPAIR

BAY

SECURE

MATERIAL/PARTS

STORAGE

& ISSUE

HAZARDOUS

MATERIALS

STORAGE

COMMS

ELECTRICAL

MECHANICAL

MULTIPURPOSE

OPEN

OFFICE

BREAK

AREA

106-A

101-2

101-1

106-C-1

106-B-1

002-1

003-1

004-1

114-2

010-1

006-1008-1 007-1009-1 006-2

015-2

008-2 007-2009-2

114-1

005-1

119-1

C3

AB302

A3

AB302

8'

0"

B

A1

AB302

106-D-1

CLOSET

106-D

10' - 0" 25' - 0" 25' - 0" 27' - 6" 30' - 0" 27' - 6"

35' - 0" 25' - 0"

50' - 0"

2 22 2

2 22

AB402

A1

AB402

A3

AB403

A1

4 4 4

10' - 3"

B

B1

B1

B1

B1

B

B

B

B

B

AA

C

B

A

015-1

10' - 0"

107-1

110-1

35' - 10"

5'

6"

6' - 6" 3' - 9" 5' - 0" 3' - 9" 6' - 6" 1' - 6"

3' - 9" 5' - 0" 3' - 9"

6'

2"

2'

3" 3'

2"

8'

9"

3' - 6"

4'

0"

/2

/2

1"

MEN'S

RESTROOM

WOMEN'S

RESTROOM

JANITOR

104-1 103-1

105-1

A

A

1' - 4"

48' - 8"

001-1

4' - 0 1/2"

102-19

9 9 9 9 9 9

9 9 9 99 9

110-2

010-2

29 9

10' - 10 1/2"

FE

44 9 9

4 4

4 4 4

114-3

C2

AB501

EQ EQ EQ EQ

9 9 9 9 9 9

9 9 9 9 9 9 99

9 9

AB502

A1

4 44

HAZARDOUS

WASTE

ACCUMULATION

X118

FLAMMABLE

GAS

STORAGE

X117

ARGON

STORAGE

X116

OXIDIZER

STORAGE

X115

E Q

E Q

E Q

E Q

CORRIDOR

102-A

20 20

20 20

20 20

20 20

1' - 10 1/2" 3' - 1 1/2" 3' - 1 1/2" 1' - 10 1/2"

AB404

A1

B3

AB501

9'

1/

2"

3'

1"

8' - 6" ±

2' - 1" ±

3" W SAFETY YELLOW

DIAGONAL STRIPES @ 24" OC

LEGEND

1 HR FIRE BARRIER

FIRE EXTINGUISHER CABINET

PROVIDED BY GOVERNMENT

FE

701 N 36TH STREET, SUITE 330

SEATTLE, WA 98103

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

N A

V F

A C

N W

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S

IL

V E

R D

A L

E

W A

S H

IN

G

T O

N

N A

V A

L B

A S

E K

IT

S

A P

B

A N

G O

R S

IL

V

E R

D A

L E

W

A S

H

IN

G T

O N

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

S

YM

D

ES

C R

IP

TI

O N

D A

TE

A P P R

FIRE PROTECTION

D. GIBSON/T. BOLING

1389895

RYAN HENDRYX

STATE OF WASHINGTON

REGISTERED

ARCHITECT

10445

B. KOPP

B. GALLOWAY

B. NIXON

:5 :3

A M

C U s e rs m h a h n D o c u m e n ts P B L D G A R N E W

C E N T R A L m h a h n M A V P .r vt

F Y

M

C O

N P

R O

J E

C T

P -9

T P

P P

IE

R

A N

D M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

F

IR

S T

F L

O O

R P

L A

N

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

N O

R T

H W

E S

T

MHRH KP

AB101

SCALE: 1/8" = 1'-0"A1

FIRST FLOOR PLAN

ROOF 15,275 SF

VMF COVERED AREAS (1/2 OF ACTUAL AREA) 725 SF

WASH RACK 2,278 SF

TOTAL VMF BUILDING AREA 18,278 SF

DD1391 AREA LIMITATION 18,290 SF

TABULATED BUILDING AREAS

1. REFER TO ID101 FOR FURNITURE, FIXTURES, AND EQUIPMENT (FF&E).

2. REFER TO AB603 FOR MATERIAL SCHEDULE.

3. PROVIDE 8'-0" H. 3/4" PAINTED PLYWOOD PROTECTION BOARD AT ALL

PRE-ENGINEERED EXTERIOR WALLS, TYP. REFER TO FINISH

SCHEDULE FOR LOCATIONS.

SHEET NOTESSHEET KEYNOTES

1 DRINKING FOUNTAIN

2 OVERHEAD COILING DOOR

3 EXPANDED METAL MESH PANEL

4 COLUMN; PT4

5 EXPANDED METAL MESH BUILT-IN STORAGE ALCOVE; PT5

6 UTILITY SINK AND PAPER TOWEL DISPENSER

7 HIGH PERFORMANCE TRANSLUCENT PANEL

8 EMERGENCY SHOWER WITH EYE WASH

9 6" DIAMETER BOLLARD, 42" HEIGHT; PT5

10 MECHANICAL EQUIPMENT FIXED ACCESS LADDER; PT5

11 CONCRETE SIDEWALK - SEE CIVIL

12 SURFACE MOUNTED PERFORATED METAL BENCH

13 ACTIVE LEAF

14 CARD READER

15 40' L x 10' D x 10' H PRE-FABRICATED HAZARDOUS MATERIALS STORAGE

BUILDING WITH 4-HR BI-DIRECTIONAL FIRE RATING (4 COMPARTMENT)

16 BUILT-IN BATTERY RACK

17 BUILT-IN TIRE RACK

18 BUILT-IN STORAGE RACK, 24"D x 96"W; PT5

19 BUILT-IN STORAGE RACK, 24"D x 72"W; PT5

20 TUBE STEEL COLUMN

21 BUILT-IN STORAGE RACK, 36"D x 96"W; PT5

22 8"H HELVETICA BLACK LETTERING "NO STORAGE" AT 15'-0" H. COORDINATE

HORIZONTAL POSITION WITH BUILT-IN STORAGE RACKS, TYP.

23 3/4" SOLID SURFACE COUNTER OVER 3/4" PLYWOOD WITH 2" GROMMETS IN EACH

CORNER. FRONT OF COUNTER TO HAVE 3/4" THICK x 2" HIGH VERTICAL FACE.

HEAT SEAM WHERE VERTICAL AND HORIZONTAL SOLID SURFACE MEET.

SUPPORT COUNTERS SIMILARLY TO COUNTERS IN BREAK ROOM AND

RESTROOMS.

0' 4' 8' 16' 1/8" = 1'-0"

ELEMENT ASSEMBLY MAXIMUM

ROOF U-0.039

WALL U-0.060

BUILDING ENVELOPE REQUIREMENTS

1. ALL EXTERIOR METAL ELEMENTS TO BE PT3, UNO.

2. ALL INTERIOR EXPOSED COLUMNS AND BEAMS TO BE PT4, UNO.

COLOR NOTES

16046682

P

PI

5 5

8.

.2

M C H

P

PI

8 4

8.

.2

M C H

AB201

A1

AB202

A1

AB201

C1

E

D

10' - 0" 25' - 0" 25' - 0" 27' - 6" 30' - 0" 27' - 6" 35' - 0" 25' - 0"

A

A1

AB301

C1

AB301AB202

C1

7 9

C

C3

AB302

A3

AB302

B

A1

AB302

145' - 0"

195' - 0"

2"

1' -0

2"

1'

-0

2"

1' -0

2"

1'

-0

1 1 1

1/2" / 1'-0"

1/2" / 1'-0"

P5

P4

P5

P4

P5

P4

7 7

7 7 7

7 7

CORRUGATED METAL CANOPY

STANDING SEAM METAL ROOF

MATERIALS LEGEND

701 N 36TH STREET, SUITE 330

SEATTLE, WA 98103

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

N A

V F

A C

N W

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S

IL

V E

R D

A L

E

W A

S H

IN

G

T O

N

N A

V A

L B

A S

E K

IT

S

A P

B

A N

G O

R S

IL

V

E R

D A

L E

W

A S

H

IN

G T

O N

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

S

YM

D

ES

C R

IP

TI

O N

D A

TE

A P P R

FIRE PROTECTION

D. GIBSON/T. BOLING

1389895

RYAN HENDRYX

STATE OF WASHINGTON

REGISTERED

ARCHITECT

10445

B. KOPP

B. GALLOWAY

B. NIXON

:4 :4

A M

C U s e rs m h a h n D o c u m e n ts P B L D G A R N E W

C E N T R A L m h a h n M A V P .r vt

F Y

M

C O

N P

R O

J E

C T

P -9

T P

P P

IE

R

A N

D M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

R O

O F

P L A

N

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

N O

R T

H W

E S

T

MHRH KP

AB104

SCALE: 1/8" = 1'-0"A1

ROOF PLAN

SHEET KEYNOTES

1 SKYLIGHT, HIGH PERFORMANCE TRANSLUCENT PANEL

2 8" METAL GUTTER

3 STANDING SEAM METAL ROOF

4 ROOF RIDGE

5 CORRUGATED METAL CANOPY

6 4" METAL GUTTER

7 PIPE PENETRATION

1. REFER TO AB604 FOR PANEL TYPES.

2. REFER TO MB121 FOR ROOF PENETRATION TYPES AND SIZES.

3. REFER TO AB603 FOR MATERIAL SCHEDULE.

SHEET NOTES

0' 4' 8' 16'

1/8" = 1'-0"

1. ALL EXTERIOR METAL ELEMENTS TO BE PT3, UNO.

COLOR NOTES

16046685

P

PI

0 2

8.

.2

M C H

AB111

C1

AB111

C2

AB111

C3

AB111

C4

1' 2'

B'

A'

B1

AB111

PWE-1

PRESSURE

WASHER

ENCLOSURE

P01

5' - 0"

8'

0"

6' - 0"

9'

0"

B' A'

2"

1'-0"

9'

0"10

1'2'

B1

AB111

B'A'

2"

1'-0"

1' 2'

B1

AB111

B' A'

2"

1'-0"

AB111

C1

AB111

C2

AB111

C3

AB111

C4

1' 2'

B'

A'

B1

AB111

2"

1' -0

V1 V2

VD

VC

VB

VA

BOTTOM OF STRUCTURE

34' - 0"

25' - 0"

BOTTOM OF STRUCTURE

25' - 0"

1" / 1'-0"

701 N 36TH STREET, SUITE 330

SEATTLE, WA 98103

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

N A

V F

A C

N W

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S

IL

V E

R D

A L

E

W A

S H

IN

G

T O

N

N A

V A

L B

A S

E K

IT

S

A P

B

A N

G O

R S

IL

V

E R

D A

L E

W

A S

H

IN

G T

O N

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

S

YM

D

ES

C R

IP

TI

O N

D A

TE

A P P R

FIRE PROTECTION

D. GIBSON/T. BOLING

1389895

RYAN HENDRYX

STATE OF WASHINGTON

REGISTERED

ARCHITECT

10445

B. KOPP

B. GALLOWAY

B. NIXON

:4 :4

A M

C U s e rs m h a h n D o c u m e n ts P B L D G A R N E W

C E N T R A L m h a h n M A V P .r vt

F Y

M

C O

N P

R O

J E

C T

P -9

T P

P P

IE

R

A N

D M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

P R

E S

S U

R E

W A

S H

E R

E N

C L

O S

U R

E

P W

E

P L A

N S

S

E C

T

IO

N S

E L

E V

A T

IO

N

S

S C

H E

D U

L E

S

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

N O

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H W

E S

T

MHRH KP

AB111

SCALE: 1/4" = 1'-0"A1

PWE - FLOOR PLAN

SCALE: 1/4" = 1'-0"

PWE - NORTH ELEVATION

C1 AB111 SCALE: 1/4" = 1'-0"

PWE - EAST ELEVATION

C2 AB111 SCALE: 1/4" = 1'-0"

PWE - SOUTH ELEVATION

C3 AB111 SCALE: 1/4" = 1'-0"

PWE - WEST ELEVATION

C4 AB111

SCALE: 1/4" = 1'-0"

PWE - SECTION

B1 AB111

SCALE: 1/4" = 1'-0"A2

PWE - ROOF PLAN

SHEET KEYNOTES

1 APPROXIMATE FINISH GRADE

2 PRE-ENGINEERED METAL BUILDING ROOF SYSTEM

3 PRE-ENGINEERED METAL BUILDING WALL SYSTEM

4 STEEL DOOR AND FRAME

5 4" METAL DOWNSPOUT

6 RIBBED PANEL METAL SIDING

7 STANDING SEAM METAL ROOFING

8 6" METAL GUTTER

DOOR SCHEDULE

ROOM FINISH SCHEDULE

NO NAME FLOOR WALL CEILING

MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HEIGHT

P01 PRESSURE WASHER ENCLOSURE CONC C1 GYP BD PT1 GYP BD PT1 VARIES

NO DOOR FRAME

TYPE OPERATION WIDTH HEIGHT MATERIAL FINISH MATERIAL FINISH

PWE-1 C SWING, DOUBLE 6' - 0" 8' - 0" STEEL PAINT STEEL PAINT

1. SEE SHEET AB602 FOR DOOR TYPES.

2. SEE SHEET AB603 FOR MATERIAL SCHEDULE.

SHEET NOTES

2' 4' 8'0' 1/4" = 1'-0"

2' 4' 8'0' 1/4" = 1'-0"

2' 4' 8'0' 1/4" = 1'-0"

2' 4' 8'0' 1/4" = 1'-0"

2' 4' 8'0'

1/4" = 1'-0"

2' 4' 8'0'

1/4" = 1'-0"

2' 4' 8'0' 1/4" = 1'-0"

0' 4' 8' 16'

1/8" = 1'-0"

ELEMENT ASSEMBLY MAXIMUM

ROOF U-0.039

WALL U-0.060

BUILDING ENVELOPE REQUIREMENTS

SCALE: 1/8" = 1'-0"A4

VESSEL WASHRACK ROOF PLAN

1. ALL INTERIOR FINISH AND EXTERIOR METAL ELEMENTS TO BE PT3,

UNO.

COLOR NOTES

16046686

P

PI

8.

.2

M C H

D

D

A

A1

AB301

C

B

MECHANICAL

EQUIPMENT

PLATFORM

M02

OPEN TO BELOW

/2

11' - 8"

/2

/2

AB401

C1

SIM

C3

AB501

D

C

A3

AB302

MECHANICAL

EQUIPMENT

PLATFORM

M01

1 2

3 3 3 3

48' - 8"

1"

AB401

C1

M A

X

(F

IE

LD

V

E R

IF

Y

P R

IO

R

T O

F A

B R

IC

A

T

IO

N

1' - 6"

2' - 0"

FIRST FLOOR

0"

UTILITY LEVEL

16' - 0"

7"

701 N 36TH STREET, SUITE 330

SEATTLE, WA 98103

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

N A

V F

A C

N W

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S

IL

V E

R D

A L

E

W A

S H

IN

G

T O

N

N A

V A

L B

A S

E K

IT

S

A P

B

A N

G O

R S

IL

V

E R

D A

L E

W

A S

H

IN

G T

O N

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

S

YM

D

ES

C R

IP

TI

O N

D A

TE

A P P R

FIRE PROTECTION

D. GIBSON/T. BOLING

1389895

RYAN HENDRYX

STATE OF WASHINGTON

REGISTERED

ARCHITECT

10445

B. KOPP

B. GALLOWAY

B. NIXON

:4 :5

P M

C U s e rs m h a h n D o c u m e n ts P B L D G A R N E W

C E N T R A L m h a h n M A V P .r vt

F Y

M

C O

N P

R O

J E

C T

P -9

T P

P P

IE

R

A N

D M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

E N

L A

R G

E D

P L

A N

S

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

N O

R T

H W

E S

T

MHRH KP

AB401

SCALE: 1/4" = 1'-0"A4 AB102

MECHANICAL EQUIPMENT PLATFORM M02

SCALE: 1/4" = 1'-0"A1 AB102

MECHANICAL EQUIPMENT PLATFORM M01

SHEET KEYNOTES

1 MECHANICAL EQUIPMENT FIXED ACCESS LADDER; PT5

2 REMOVABLE GUARDRAIL - REFER TO A1/SB501

3 MECHANICAL LOUVER, SEE SHEET AB201 FOR TYPE

4 REMOVABLE GUARDRAIL, COORDINATE LOCATION OF

GUARDRAIL W/ MECHANICAL DUCTWORK- REFER TO

A1/SB501

2' 4' 8'0'

1/4" = 1'-0" 2' 4' 8'0'

1/4" = 1'-0"

SCALE: 3/8" = 1'-0"C1 AB401

DETAIL AT FIXED ACCESS LADDER

2' 4' 8'0' 3/8" = 1'-0"

16046691

P

PI

1 6

9.

.2

M C H

1/ 2"

1/ 2"

1/4" STEEL PLATE DOOR

SILL

1/2"∅ WELDED STUD @

24" OC

CONCRETE FOUNDATION

VAPOR BARRIER, TYPICAL

BELOW CONCRETE SLAB

PERIMETER R-20 x 24"H

INSULATION,

TYPICAL

STEEL SUPPORT FRAME FOR

COILING DOOR, SEE STRUCTURAL

OVERHEAD COILING DOOR

TRACK BY MANUFACTURER

OVERHEAD

COILING DOOR

BACKER ROD & SEALANT,

TYPICAL

D O

O R

O P

E N

IN

G

'-0

2"

SEALANT, TYPICAL

STEEL FRAME,

SEE DOOR SCHEDULE

ON SHEET AB602

STEEL DOOR,

SEE DOOR SCHEDULE

ON SHEET AB602

METAL STUD

WEATHER STRIP, TYPICAL

SEE WALL TYPES ON SHEET AB601

1/ 2"

SEE DOOR SCHEDULE ON

SHEET AB602 FOR

DOOR TYPE

CONCRETE FOUNDATION

THERMAL BREAK ALUMINUM

THRESHOLD SET IN FULL

BED OF SEALANT

PERIMETER R-20 x 24"H

INSULATION,

TYPICAL

1 1/2" MIN

5" X 3-1/2" X 1/4"

STEEL ANGLE BASE

COVER

1/2" THREADED ROD

ANCHORS, NUTS &

WASHER WITH 4"

EMBEDMENT DEPTH AT 24"

OC, TYPICAL WHERE

INSULATION WOULD

OTHERWISE BE EXPOSED

PERIMETER R-20 x 24"H

INSULATION,

TYPICAL

CONCRETE SLAB

CONCRETE FOUNDATION

METAL FLASHING

CONCRETE FOUNDATION

METAL STUD WALL

STANDING SEAM INSULATED

PANEL SYSTEM OVER GIRTS

R-20 RIGID INSULATION

1/8" STEEL PLATE SILL W/

COUNTERSUNK FASTENERS

AT 32" O.C.

CONTINUOUS METAL

FLASHING AND CLOSURE

PER METAL BUILDING

MANUFACTURER

TRANSLUCENT PANEL

TRANSPARENT WINDOW

(SEE PANEL TYPES ON

SHEET AB604 FOR

OPERABLE LOCATIONS)

GYPSUM WALLBOARD

OPAQUE PANEL

SEE

SEE

4" M

IN

4" M

IN

A3

AB501

A3

AB501

STEEL SUPPORT FRAME FOR

COILING DOOR, SEE STRUCTURAL

D O

O R

O P

E N

IN

G

'-0

OVERHEAD COILING DOOR, SEE DOOR

SCHEDULE ON SHEET AB602

UTILITY LEVEL

16' - 0"

TWO LAYERS OF 5/8" GWB

8" METAL JOIST

NOTE: HORIZONTAL ASSEMBLY TO BE CONSTRUCTED IN ACCORDANCE

WITH GYPSUM ASSOCIATION # FC 4490. 1 HOUR RATED ASSEMBLY.

HEADER BEAM, SEE STRUCTURAL

B1

B1

3/4" PLYWOOD

UTILITY LEVEL

16' - 0"

TWO LAYERS

OF 5/8" GWB

NOTE: HORIZONTAL ASSEMBLY TO BE CONSTRUCTED IN ACCORDANCE

WITH GYPSUM ASSOCIATION # FC 4490. 1 HOUR RATED ASSEMBLY.

MOMENT FRAME,

SEE STRUCTURAL

COMPOSITE DECK,

SEE STRUCTURAL

GUARDRAIL,

SEE A1/SB501

SEE WALL TYPES ON

SHEET AB601

STAINLESS STEEL OVER

(2) 3/4" PLYWOOD COUNTERTOP

LOCKING BAR &

LIFTING HANDLE

COILING SHUTTER GUIDE

STAINLESS STEEL CLOSURE

2'-10"

1'-4"

4"

MAX

REPAIR BAY

701 N 36TH STREET, SUITE 330

SEATTLE, WA 98103

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

N A

V F

A C

N W

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S

IL

V E

R D

A L

E

W A

S H

IN

G

T O

N

N A

V A

L B

A S

E K

IT

S

A P

B

A N

G O

R S

IL

V

E R

D A

L E

W

A S

H

IN

G T

O N

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

S

YM

D

ES

C R

IP

TI

O N

D A

TE

A P P R

FIRE PROTECTION

D. GIBSON/T. BOLING

1389895

RYAN HENDRYX

STATE OF WASHINGTON

REGISTERED

ARCHITECT

10445

B. KOPP

B. GALLOWAY

B. NIXON

:4 :4

A M

C U s e rs m h a h n D o c u m e n ts P B L D G A R N E W

C E N T R A L m h a h n M A V P .r vt

F Y

M

C O

N P

R O

J E

C T

P -9

T P

P P

IE

R

A N

D M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

D E

T A

IL

S

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

N O

R T

H W

E S

T

MHRH KP

AB501

SCALE: 1 1/2" = 1'-0"A1 AB602

COILING DOOR THRESHOLD

SCALE: 1 1/2" = 1'-0"B1 AB602

COILING DOOR JAMB

SCALE: 3" = 1'-0"B2 AB602

DOOR HEAD, TYP (JAMB SIM)

SCALE: 1 1/2" = 1'-0"A2 AB602

DOOR THRESHOLD, TYP

SCALE: 3" = 1'-0"A3 AB301, AB302, AB501

BASE COVER

SCALE: 3" = 1'-0"A4 AB301, AB302

PANEL MOUNTING

SCALE: 1 1/2" = 1'-0"C1 AB602

COILING DOOR HEAD

SCALE: 1 1/2" = 1'-0"C2 AB101, AB102

WALL SECTION

3"0' 1'6" 3" = 1'-0"

2'0' 6" 1' 1 1/2" = 1'-0"

3"0' 1'6" 3" = 1'-0"

2'0' 6" 1' 1 1/2" = 1'-0"

2'0' 6" 1'

1 1/2" = 1'-0" 3"0' 1'6" 3" = 1'-0"

2'0' 6" 1' 1 1/2" = 1'-0"

2'0' 6" 1' 1 1/2" = 1'-0"

SHEET NOTES

1. REFER TO SB102 AND SB103 FOR

STRUCTURAL.

2. REFER TO AB602 FOR WALL TYPES.

3. REFER TO AB602 FOR DOOR SCHEDULE.

4. REFER TO AB604 FOR PANEL TYPES.

SCALE: 1" = 1'-0"C3 AB102, AB103

MECHANICAL PLATFORM SECTION

16046696

6" 1' 2'0' 1" = 1'-0"

P

PI

8.

.2

M C H

2'0' 6" 1'

1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"B3 AB101

SERVICE COUNTER

FIRST FLOOR

0"

UTILITY LEVEL

16' - 0"

B2

AB502

FIRST FLOOR

0"

C

UTILITY LEVEL

16' - 0"

B B1

AB502

AB502

A4

AB502

A4

C12 X 20.7, 8'-6" O.C.

C

B

B1

AB502

B2

AB502

AB502

A2

5' - 0"

4' - 6"

1'

0"

3"

AB502

C4

FIRST FLOOR

0"

UTILITY LEVEL

16' - 0"

B2

AB502

4'

6" 1'

4"

12 GAUGE STEEL

MOUNTING PLATE,

TYP.

EXPANDED METAL

MESH

C12 X 20.7

EXPANDED METAL

MESH

12 GAUGE BENT

STEEL PLATE

C12 X 20.7

EXPANDED METAL

MESH

12 GAUGE BENT

STEEL PLATE

3/8" ∅ THRU-BOLTS

@ 24" O.C.

3/8" ∅ THRU-BOLTS

@ 24" O.C.

3/8" ∅ THRU-BOLTS

@ 24" O.C.

4" E

M B

E D

PL 1/4"x8"x6"

WELD TO CHANNELS

PL 1/4"x8"x6"

WELD TO CHANNELS

EXPANDED METAL

MESH

12 GAUGE STEEL

PLATE3/8" ∅ THRU-BOLTS

@ 24" O.C.

C12 X 20.7

12 GAUGE STEEL

PLATE

3/8" ∅ THRU-BOLTS

@ 24" O.C.

C12 X 20.7

FIRST FLOOR

0"

A1

AB301

C

UTILITY LEVEL

16' - 0"

B

B1

AB502

701 N 36TH STREET, SUITE 330

SEATTLE, WA 98103

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

N A

V F

A C

N W

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S

IL

V E

R D

A L

E

W A

S H

IN

G

T O

N

N A

V A

L B

A S

E K

IT

S

A P

B

A N

G O

R S

IL

V

E R

D A

L E

W

A S

H

IN

G T

O N

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

S

YM

D

ES

C R

IP

TI

O N

D A

TE

A P P R

FIRE PROTECTION

D. GIBSON/T. BOLING

1389895

RYAN HENDRYX

STATE OF WASHINGTON

REGISTERED

ARCHITECT

10445

B. KOPP

B. GALLOWAY

B. NIXON

:4 :4

A M

C U s e rs m h a h n D o c u m e n ts P B L D G A R N E W

C E N T R A L m h a h n M A V P .r vt

F Y

M

C O

N P

R O

J E

C T

P -9

T P

P P

IE

R

A N

D M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

B U

IL

T

-I N

S T

O R

A G

E A

L C

O V

E D

E T

A

IL

S

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

N O

R T

H W

E S

T

MHRH KP

AB502

SCALE: 1/2" = 1'-0"

CROSS SECTION

B1 AB502 SCALE: 1/2" = 1'-0"B2 AB502

LONGITUDINAL SECTION

SCALE: 1/4" = 1'-0"

STORAGE ALCOVE PLAN

A1 AB101 SCALE: 1/4" = 1'-0"

ELEVATION

A2 AB502

SCALE: 1 1/2" = 1'-0"A4 AB502

STORAGE ALCOVE SECTION DETAILS

SCALE: 1 1/2" = 1'-0"C4 AB502

STORAGE ALCOVE PLAN DETAIL

SCALE: 1/4" = 1'-0"A3 AB502

LONGITUDINAL ELEVATION

2'0' 6" 1'

1 1/2" = 1'-0"

2'0' 6" 1' 1 1/2" = 1'-0"

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

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

2' 4' 8'0' 1/4" = 1'-0"

2' 4' 8'0' 1/4" = 1'-0"

2' 4' 8'0' 1/4" = 1'-0"

16046697

P

PI

8.

.2

M C H

1. EXPANDED METAL MESH TO BE FLATTENED CARBON STEEL, 1-1/2

INCH, NUMBER 9, WITH MINIMUM 75% OPEN AREA. ORIENT LONG WAY

OF DESIGN (LWD) SUCH THAT LWD AXIS IS PERPENDICULAR TO STEEL

CHANNEL AXES, TYPICAL.

SHEET NOTES

TYPE B - UNINSULATEDTYPE A - UNINSULATED TYPE D - UNINSULATED

SCHEDULE

SEE DOOR

TYPE C - UNINSULATED TYPE E - UNINSULATED

S E

E D

O O

R S

C H

E D

U L E

SCHEDULE

SEE DOOR

SEE DOOR SCHEDULE

S E

E D

O O

R S

C H

E D

U L E

S E

E D

O O

R S

C H

E D

U L E

SEE DOOR SCHEDULE

S C

H E

D U

LE

S E

E D

O O

R

SEE DOOR SCHEDULE

6"

" 8"

F1 - INSULATED

SAFETY

GLAZING,

TYP.

V E

S S

E L

M A

IN

T

E N

A N

C

F

C

IL

IT

Y

2' - 10"6' - 4"2' - 10"2' - 8"

INSULATED

SAFETY

GLAZING,

TYP.

BXXXX

M A

X

TYPE B1 - INSULATEDTYPE A1 - INSULATED TYPE C1 - INSULATED

A5

AB602

0'

E Q

E Q

6" H. STAINLESS STEEL

HELVETICA LETTERING,

1-1/2" D. WITH 1/4"

STANDOFFS

12 GAUGE STEEL PANEL

WITH FINISH TO MATCH

ADJACENT DOOR

8' - 0"

12 GAUGE STEEL PANEL

WITH FINISH TO MATCH

ADJACENT SIDING.

18" H. STAINLESS STEEL

HELVETICA LETTERING

1-1/2" D WITH 1/4" STANDOFFS

701 N 36TH STREET, SUITE 330

SEATTLE, WA 98103

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

N A

V F

A C

N W

N A

V A

L F

A C

IL

IT

IE

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E N

G

IN

E E

R

IN

G C

O M

M A

N D

S

IL

V E

R D

A L

E

W A

S H

IN

G

T O

N

N A

V A

L B

A S

E K

IT

S

A P

B

A N

G O

R S

IL

V

E R

D A

L E

W

A S

H

IN

G T

O N

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

S

YM

D

ES

C R

IP

TI

O N

D A

TE

A P P R

FIRE PROTECTION

D. GIBSON/T. BOLING

1389895

RYAN HENDRYX

STATE OF WASHINGTON

REGISTERED

ARCHITECT

10445

B. KOPP

B. GALLOWAY

B. NIXON

:0 :3

A M

C U s e rs m h a h n D o c u m e n ts P B L D G A R N E W

C E N T R A L m h a h n M A V P .r vt

F Y

M

C O

N P

R O

J E

C T

P -9

T P

P P

IE

R

A N

D M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

D O

O R

T Y

P E

S A

N D

S C

H E

D U

L E

S

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

N O

R T

H W

E S

T

MHRH KP

AB602

NO DOOR FRAME

RATING

DETAILS

NOTES

HARDWARE

GROUPTYPE OPERATION WIDTH HEIGHT MATERIAL FINISH MATERIAL FINISH HEAD JAMB SILL

001-1 F1 SWING, DOUBLE 6' - 0" 8' - 0" ALUMINUM PT3 ALUMINUM PT3 NR NOTE 1 NOTE 1 B2/AB501 3, 4 HW1

002-1 C1 SWING, DOUBLE 6' - 0" 8' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 B2/AB501 2, 6 HW2

003-1 C1 SWING, DOUBLE 6' - 0" 8' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 B2/AB501 2, 6 HW2

004-1 C1 SWING, DOUBLE 6' - 0" 8' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 B2/AB501 2 HW2

005-1 B1 OVERHEAD COILING 8' - 0" 8' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 A1/AB501

006-1 A1 SWING, SINGLE 3' - 0" 8' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 B2/AB501 2, 5 HW3

006-2 B1 OVERHEAD COILING 12' - 0" 16' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 A1/AB501

007-1 B1 OVERHEAD COILING 20' - 0" 25' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 A1/AB501

007-2 B1 OVERHEAD COILING 20' - 0" 25' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 A1/AB501

008-1 B1 OVERHEAD COILING 20' - 0" 25' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 A1/AB501

008-2 B1 OVERHEAD COILING 20' - 0" 25' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 A1/AB501

009-1 B1 OVERHEAD COILING 20' - 0" 25' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 A1/AB501

009-2 B1 OVERHEAD COILING 20' - 0" 25' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 A1/AB501

010-1 A1 SWING, SINGLE 3' - 0" 8' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 B2/AB501 2, 4 HW4

010-2 B1 OVERHEAD COILING 12' - 0" 16' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 A1/AB501

015-1 B1 OVERHEAD COILING 12' - 0" 12' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 A1/AB501

015-2 A1 SWING, SINGLE 3' - 0" 8' - 0" STEEL PT3 STEEL PT3 NR NOTE 1 NOTE 1 B2/AB501 2, 4 HW4

101-1 D SWING, SINGLE 3' - 0" 8' - 0" STEEL PT2 STEEL PT2 NR B2/AB501 B2/AB501 B2/AB501 3 HW5

101-2 D SWING, SINGLE 3' - 0" 8' - 0" STEEL PT2 STEEL PT2 NR B2/AB501 B2/AB501 B2/AB501 3 HW5

102-1 D SWING, SINGLE 3' - 0" 8' - 0" STEEL PT2 STEEL PT2 NR B2/AB501 B2/AB501 B2/AB501 3 HW6

103-1 A SWING, SINGLE 3' - 0" 8' - 0" STEEL PT2 STEEL PT2 NR B2/AB501 B2/AB501 B2/AB501 HW7

104-1 A SWING, SINGLE 3' - 0" 8' - 0" STEEL PT2 STEEL PT2 NR B2/AB501 B2/AB501 B2/AB501 HW7

105-1 A SWING, SINGLE 3' - 0" 8' - 0" STEEL PT2 STEEL PT2 NR B2/AB501 B2/AB501 B2/AB501 HW8

106-B-1 A SWING, SINGLE 3' - 0" 8' - 0" STEEL PT2 STEEL PT2 NR B2/AB501 B2/AB501 B2/AB501 HW9

106-C-1 A SWING, SINGLE 3' - 0" 8' - 0" STEEL PT2 STEEL PT2 NR B2/AB501 B2/AB501 B2/AB501 HW9

106-D-1 C SWING, DOUBLE 6' - 0" 8' - 0" STEEL PT2 STEEL PT2 NR B2/AB501 B2/AB501 B2/AB501 HW10

107-1 D SWING, SINGLE 3' - 0" 8' - 0" STEEL PT2 STEEL PT2 NR B2/AB501 B2/AB501 B2/AB501 3 HW9

110-1 A SWING, SINGLE 3' - 0" 8' - 0" STEEL PT2 STEEL PT2 NR B2/AB501 B2/AB501 B2/AB501 HW11

110-2 B OVERHEAD COILING 12' - 0" 12' - 0" STEEL PT2 STEEL PT2 NR C1/AB501 C1/AB501 NOTE 1

114-1 B OVERHEAD COILING 12' - 0" 12' - 0" STEEL PT2 STEEL PT2 45 MIN C1/AB501 C1/AB501 NOTE 1

114-2 A SWING, SINGLE 3' - 0" 8' - 0" STEEL PT2 STEEL PT2 45 MIN B2/AB501 B2/AB501 B2/AB501 4 HW12

114-3 E OVERHEAD COILING, COUNTER HEIGHT 5' - 0" 8' - 2" STEEL PT2 STEEL PT2 45 MIN C1/AB501 C1/AB501 NOTE 1 1

119-1 A SWING, SINGLE 3' - 0" 8' - 0" STEEL PT2 STEEL PT2 45 MIN B2/AB501 B2/AB501 B2/AB501 6 HW13

DOOR SCHEDULE

DOOR TYPES

DOOR SCHEDULE NOTES

1. DETAILS BY PRE-ENGINEERED BUILDING MANUFACTURER

2. INSULATED FRAME

3. SAFETY GLAZING

4. ELECTRONIC UNLOCKING

5. EXIT ONLY

6. TEXTURED LOCKSET HANDLE AT EXTERIOR

SHEET NOTES

1. REFER TO SPECIFICATION SECTION 08 71 00 FOR HARDWARE GROUPS

SCALE: 1/2" = 1'-0"

SIGNAGE DETAIL

A5 AB202, AB404, AB602

1' 2' 4'0'

1/2" = 1'-0"

SCALE: 1/2" = 1'-0"

SIGNAGE DETAIL

A3 AB201

1' 2' 4'0'

1/2" = 1'-0"

16046699

P

PI

1 3

8.

.2

M C

701 N 36TH STREET, SUITE 330

SEATTLE, WA 98103

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

N A

V F

A C

N W

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S

IL

V E

R D

A L

E

W A

S H

IN

G

T O

N

N A

V A

L B

A S

E K

IT

S

A P

B

A N

G O

R S

IL

V

E R

D A

L E

W

A S

H

IN

G T

O N

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

S

YM

D

ES

C R

IP

TI

O N

D A

TE

A P P R

FIRE PROTECTION

D. GIBSON/T. BOLING

1389895

RYAN HENDRYX

STATE OF WASHINGTON

REGISTERED

ARCHITECT

10445

B. KOPP

B. GALLOWAY

B. NIXON

:4 :2

P M

C U s e rs m h a h n D o c u m e n ts P B L D G A R N E W

C E N T R A L m h a h n M A V P .r vt

F Y

M

C O

N P

R O

J E

C T

P -9

T P

P P

IE

R

A N

D M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

R O

O M

F

IN

IS

H

S C

H E

D U

L E

S

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

N O

R T

H W

E S

T

MHRH KP

AB603

NO NAME

FLOOR BASE WALL WAINSCOT CEILING

FINISH COMMENTS

MATERIAL FINISH MATERIAL HEIGHT MATERIAL FINISH MATERIAL FINISH HEIGHT MATERIAL FINISH HEIGHT

101 ENTRY EPOXY FLOORING EF1 RB1 4" GYPSUM BOARD PT1 - - - SUSPENDED GYPSUM BOARD PT1 12'-0"

102 CORRIDOR EPOXY FLOORING EF1 RB1 4" GYPSUM BOARD PT1 - - - SATC - 10'-0"

102-A CORRIDOR EPOXY FLOORING EF1 RB1 4" GYPSUM BOARD PT1 - - - SUSPENDED GYPSUM BOARD PT1 10'-0" "RAZZLE DAZZLE" TREATMENT ON SOUTH WALL, SEE A5/AB403, PT3, PT4

103 MEN'S RESTROOM EPOXY FLOORING EF1 RB1 4" GYPSUM BOARD PT1 WALL PANEL WP1 4'-0" SUSPENDED GYPSUM BOARD PT1 10'-0"

104 WOMEN'S RESTROOM EPOXY FLOORING EF1 RB1 4" GYPSUM BOARD PT1 WALL PANEL WP1 4'-0" SUSPENDED GYPSUM BOARD PT1 10'-0"

105 JANITOR EPOXY FLOORING EF1 RB1 4" GYPSUM BOARD PT1 WALL PANEL WP1 4'-0" SUSPENDED GYPSUM BOARD PT1 10'-0"

106 MULTIPURPOSE OPEN OFFICE CONCRETE C1 RB1 4" GYPSUM BOARD PT1 - - - SUSPENDED GYPSUM BOARD PT1 10'-0"

106-A BREAK AREA CONCRETE C1 RB1 4" GYPSUM BOARD PT1 - - - SUSPENDED GYPSUM BOARD PT1 12'-0"

106-B SUPERVISOR OFFICE CARPET TILES CPT1 RB1 4" GYPSUM BOARD PT1 - - - SATC - 12'-0"

106-C SUPERVISOR OFFICE CARPET TILES CPT1 RB1 4" GYPSUM BOARD PT1 - - - SATC - 12'-0"

106-D CLOSET EPOXY FLOORING EF1 RB1 4" GYPSUM BOARD PT1 - - - SUSPENDED GYPSUM BOARD PT1 12'-0"

107 ELECTRONICS TECHNICIAN EPOXY FLOORING EF1 RB1 4" GYPSUM BOARD PT1 - - - SUSPENDED GYPSUM BOARD PT1 12'-0"

108 TRAILER SHOP CONCRETE C1 - - GYPSUM BOARD PT1 3/4" PLYWOOD PT1 8'-0" EXPOSED EXPOSED VARIES

109 PRODUCTION SHOP CONCRETE C1 - - GYPSUM BOARD PT1 3/4" PLYWOOD PT1 8'-0" EXPOSED EXPOSED VARIES

110 WELD SHOP CONCRETE C1 - - GYPSUM BOARD PT1 3/4" PLYWOOD PT1 8'-0" SUSPENDED GYPSUM BOARD PT1 16'-0"

111 REPAIR BAY CONCRETE C1 - - GYPSUM BOARD PT1 3/4" PLYWOOD PT1 8'-0" EXPOSED EXPOSED VARIES

112 REPAIR BAY CONCRETE C1 - - GYPSUM BOARD PT1 3/4" PLYWOOD PT1 8'-0" EXPOSED EXPOSED VARIES

113 REPAIR BAY CONCRETE C1 - - GYPSUM BOARD PT1 3/4" PLYWOOD PT1 8'-0" EXPOSED EXPOSED VARIES

114 SECURE MATERIAL/PARTS STORAGE & ISSUE CONCRETE C1 - - GYPSUM BOARD PT1 3/4" PLYWOOD PT1 8'-0" EXPOSED EXPOSED VARIES

119 HAZARDOUS MATERIALS STORAGE CONCRETE C1 - - GYPSUM BOARD PT1 - - - EXPOSED EXPOSED 16'-0"

120 COMMS CONCRETE C1 - - GYPSUM BOARD PT1 - - - EXPOSED EXPOSED VARIES

121 ELECTRICAL CONCRETE C1 - - GYPSUM BOARD PT1 - - - EXPOSED EXPOSED VARIES

122 MECHANICAL CONCRETE C1 - - GYPSUM BOARD PT1 - - - EXPOSED EXPOSED VARIES

M01 MECHANICAL EQUIPMENT PLATFORM CONCRETE C1 - - GYPSUM BOARD PT1 - - - EXPOSED EXPOSED VARIES

M02 MECHANICAL EQUIPMENT PLATFORM CONCRETE C1 - - GYPSUM BOARD PT1 - - - EXPOSED EXPOSED VARIES

ROOM FINISH SCHEDULE

MATERIAL DESIGNATION MANUFACTURER FINISH NAME

FINISH

NUMBER

CARPET TILE CP1 SHAW GROUNDWORKS III RUNWAYS 79710

CONCRETE FLOORING C1 - SEALED -

EPOXY FLOORING EF1 DUR-A-FLEX HYBRI-FLEX EC OLIVE STONE -

METAL LOCKERS L1 PENCO SUNBURST 056

PAINT PT1 SHERWIN WILLIAMS DOWNY SW7002 EGGSHELL

PAINT PT2 SHERWIN WILLIAMS PORPOISE SW7047 SEMI GLOSS

PAINT PT3 SHERWIN WILLIAMS EXTRA WHITE SW7006 EGGSHELL

PAINT PT4 SHERWIN WILLIAMS BLACK OF NIGHT SW6993 EGGSHELL

PAINT PT5 SHERWIN WILLIAMS SAFETY YELLOW 4084

PLASTIC LAMINATE PL1 WILSONART BUKA BARK - FINE VELVET FINISH 7982-38

RESILIENT BASE RB1 ROPPE BURNT UMBER 194

SOLID SURFACE MATERIAL SS1 CORIAN LINEN -

SUSPENDED ACOUSTICAL TILE SAT ARMSTRONG CORTEGA 2776

WALL PANELS - HIGH IMPACT PROTECTION WP1 INPRO BOULDER 5EO19

MATERIAL SCHEDULE

ROOM FINISH NOTES

1. MANUFACTURER NAMES, PATTERNS, AND COLORS ARE FOR REFERENCE ONLY AND ARE

NOT INTENDED TO LIMIT SELECTIONS FROM OTHER MANUFACTURERS MEETING THE

SPECIFICATIONS. PRODUCTS LISTED AND SAMPLES INDICATED ON THE FINISH BOARDS

ARE INTENDED TO SHOW DESIRED COLORS, PATTERNS, AND TEXTURES.

16046700

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CB-14 TO CB-18 AND CB-19 TO CB-18C1

CB-18 TO CB-21 AND CB-22 TO CB-21B1

CB-24 TO CB-23 AND CB-21 TO CB-23A1

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SPA SPACES, SPACING, OR SPACED

SPEC SPECIFICATION

OD OUTSIDE DIAMETER

BOT BOTTOM

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ABAN ABANDON

ARCH ARCHITECTURAL

TEMP TEMPORARY

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EXTERIOR

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GAS NATURAL GAS

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FINISH GRADEFG

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GENERAL USE LEVEL DESIGNATIONGULD

DEPARTMENT OF ECOLOGYDOE

WATER QUALITY CATCH BASINWQCB

CIP CAST IRON PIPE

CORRUGATED METAL PIPECMP

EASTE

MODIFY / MODIFICATIONMOD

MJ MECHANICAL JOINT

NO. NUMBER

N NORTH

O/W OIL / WATER

TOP OF CONCRETETC OR TOC

ATB ASPHALT TREATED BASE

AWG AMERICAN WIRE GAUGE

FORCE MAINFM

GAL GALLON

PED PEDESTRIAN

RPBA REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY

STORM DRAIN MANHOLESDMH

SECURITYSEC

FF FINISHED FLOOR

DEMOLISH / DEMOLITIONDEMO

LOW IMPACT DEVELOPMENTLID

EF EACH FACE

POINT OF REVERSE CURVATURE PRC

POINT OF COMPOUND CURVEPCC

TG OR TOG

CIVIL NOTES:

ABBREVIATIONS: ABBREVIATIONS CONTINUED:

CLEANOUT

CENTER

CE CONSTRUCTION ENTRANCE

CG CLEARING AND GRUBBING

AFF ALERT FORCE FACILITY

TP

TPA

TEA

TOP OF PLACED HMA

TOP OF PAVEMENT

TOP OF EXISTING ASPHALT (ACP)

EG EXISTING GRADE

FLG

FLR

FLANGE OR FLANGED

NTS NOT TO SCALE

GFGI GOVERNMENT FURNISHED GOVERNMENT INSTALLED

WASHINGTON STATE DEPARTMENT OF TRANSPORTATION

TEMPORARY EROSION/SEDIMENT CONTROL

WATER QUALITY TREATMENT DEVICEWQTD

PCS

PERFORMANCE GRADEPG

DIESEL FUEL MARINEDFM

VERTICAL CURVEVC

TOP OF CONCRETETOC

POINT OF VERTICAL INTERCEPTPVI

UP-FLOW MEMBRANE FILTRATIONUFMF

GENERAL:

1. PROJECT DATUM AND SURVEY CONTROL: REFER TO NOTES ON SHEET VW102. ALL SURVEYING AND

STAKING REQUIRED DURING CONSTRUCTION SHALL BE PERFORMED BY CONTRACTOR.

2. WSDOT STD PLAN REFERENCES NOTED ON THE DRAWINGS SHALL BE THE STANDARD PLAN THAT WAS

CURRENT ON THE DAY THE PE STAMP WAS SIGNED. SITE FEATURES NOT SPECIFICALLY ADDRESSED IN

PROJECT SPECIFICATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE MATERIAL AND

CONSTRUCTION REQUIREMENTS SECTIONS OF WSDOT M41-10, STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 2014, UNLESS NOTED OTHERWISE. DIVISION 1 AND

MEASUREMENTS AND PAYMENT SECTIONS OF WSDOT M41-10 DO NOT APPLY TO THIS PROJECT.

3. UTILITY RECORD DRAWINGS AND FIELD SURVEY WERE USED TO SHOW APPROXIMATE LOCATION OF

EXISTING UNDERGROUND UTILITIES AND SITE FEATURES ON PLANS FOR THE VARIOUS AREAS WHERE

CONSTRUCTION IS TO BE PERFORMED. HOWEVER, IT IS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO

FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED

BY THE IMPLEMENTATION OF THESE PLANS. CONTRACTOR SHALL USE A UTILITY LOCATION SERVICE

FOR ALL AREAS REQUIRING EXCAVATION AND MAINTAIN DOCUMENTATION OF ALL LOCATES. INFORM

CONTRACTING OFFICER OF ANY POTENTIAL CONFLICTS OR INTERFERENCES FOR RESOLUTION PRIOR

TO PERFORMING EXCAVATION.

4. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO ENSURE THAT

SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL OR PIPED DRAINAGE SYSTEM. REFER TO

THE APPLICABLE DRAWINGS IN THIS SET AND PROJECT SPECIFICATIONS FOR REQUIREMENTS AND

DETAILS THAT ARE CONSIDERED THE MINIMUM TEMP ESC FEATURES REQUIRED DURING

CONSTRUCTION. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, MORE ESC

FACILITIES MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL OF THE PROJECT. DURING

THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF CONTRACTOR

TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONTRACTOR'S ACTIVITIES AND TO

PROVIDE ADDITIONAL ESC FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT LAND AND EXIST

DRAINAGE FEATURES. REMOVE TEMP ESC FACILITIES AT COMPLETION OF THE PROJECT.

5. KEEP STREETS AND EXIST PAVED SURFACES THAT ARE OPEN TO TRAFFIC CLEAN AT ALL TIMES BY

SWEEPING. WASHING AND/OR USE OF A WATER TRUCK TO CLEAN PAVED AREAS IS NOT ALLOWED

UNLESS WRITTEN PERMISSION IS OBTAINED FROM CONTRACTING OFFICER.

6. EARTHWORK MATERIALS SHALL NOT BE STOCKPILED IN ANY AREAS THAT ARE OR WILL LATER BE PAVED

WITH PERVIOUS CONCRETE.

7. ALL EXIST FEATURES AND PAVED SURFACES, INCLUDING ROADWAYS, SIDEWALKS, LANDSCAPING, AND

CURBS THAT ARE DAMAGED BY NEW CONSTRUCTION OR CONTRACTOR'S ACTIVITIES, SHALL BE

REPAIRED BY CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

8. DISPOSE OF DEMO MATERIALS AND EXCESS OR UNSUITABLE SOILS AS DIRECTED IN SPECIFICATIONS.

9. COORDINATE ANY REQUIRED UTILITY OUTAGES AND CONNECTIONS TO EXISTING SYSTEMS WITH

CONTRACTING OFFICER.

10. EXISTING ROADWAY CANNOT BE BLOCKED DURING CONSTRUCTION. CONTRACTOR MAY CLOSE ONE

LANE FOR CONSTRUCTION ACTIVITIES WHILE KEEPING OTHER LANE OPEN FOR EMERGENCY ACCESS

AND USE FLAGGERS TO CONTROL USE OF OPEN LANE FOR VEHICLE TRAFFIC DURING LANE CLOSURES.

11. USE OF TERMS: "SPECIFICATIONS" & "PROJECT SPECIFICATIONS" ARE SYNONYMOUS. "SHEET OR

SHEETS" & "DRAWING OR DRAWINGS" ARE SYNONYMOUS.

12. ALL CW DRAWINGS, INCLUDING PLANS, SECTIONS, DETAILS, PROFILES, ETC., APPLY ONLY TO WORK

INCLUDED IN VOLUME I (AND DO NOT APPLY TO WORK ASSOCIATED WITH VMF. UNLESS NOTED

OTHERWISE).

HMA PAVING AND SURFACE RESTORATION OF EXISTING ACP ROADWAY:

1. HMA SHALL BE CLASS 1/2-INCH, PG 64-22. FOR TYPICAL PAVING SECTION, SEE

UTILITY & STORM DRAINAGE NOTES:

1. SANITARY SEWER AND STORMWATER MANHOLES AND CATCH-BASIN STRUCTURES:

A. SANITARY SEWER MH:

WSDOT TYPE 3 48"Ø MANHOLE: MANHOLE SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN

B-15.60-01, APPLICABLE WSDOT SPECIFICATION SECTIONS, AND PROJECT SPECIFICATIONS.

B. CIRCULAR FRAME AND COVER FOR MH:

IN ACCORDANCE WITH WSDOT STANDARD PLAN B-30.70-03, APPLICABLE WSDOT SPECIFICATION

SECTIONS, AND PROJECT SPECIFICATIONS.

C. MISCELLANEOUS DETAILS FOR MH:

IN ACCORDANCE WITH WSDOT STANDARD PLAN B-30.90-01, APPLICABLE WSDOT SPECIFICATION

SECTIONS, AND PROJECT SPECIFICATIONS.

D. STORM DRAINAGE CATCH-BASIN:

IN ACCORDANCE WITH WSDOT STANDARD PLAN B-5.20-1, TYPE 1, APPLICABLE WSDOT

SPECIFICATION SECTIONS, AND PROJECT SPECIFICATIONS.

E. SANITARY SEWER CLEANOUT:

IN ACCORDANCE WITH WSDOT STANDARD PLAN B-85.40-0, APPLICABLE WSDOT SPECIFICATION

SECTIONS, AND PROJECT SPECIFICATIONS.

2. ITEMS RELATED TO WATER SYSTEM:

A. FIRE HYDRANT:

IN ACCORDANCE WITH WSDOT STANDARD PLAN B-90.10-00 (TYPE B), APPLICABLE WSDOT

SPECIFICATION SECTIONS, AND PROJECT SPECIFICATIONS.

B. CONCRETE THRUST BLOCKS:

IN ACCORDANCE WITH WSDOT STANDARD PLAN B-90.40-1 AND B-90.50-00, APPLICABLE WSDOT

SPECIFICATION SECTIONS, AND PROJECT SPECIFICATIONS. SIZE OF BEARING TYPE THRUST BLOCKS

SHALL BE DETERMINED USING TABLE AND INFORMATION SHOWN ON WSDOT STANDARD PLAN

B-90.40-01. USE 2,000 PSF FOR SAFE BEARING LOAD WHERE CONCRETE THRUST BLOCKS ARE

POURED AGAINST SANDY OR SANDY SILT MATERIAL. USE 1,000 PSF SAFE BEARING LOAD FOR SILT

OR SOFT CLAY. CONTRACTOR SHALL CONFIRM SITE MATERIALS PRIOR TO THRUST BLOCK

PLACEMENT TO ACCURATELY DETERMINE REQUIRED SIZE. DO NOT USE A SAFE BEARING LOAD

GREATER THAN 2,000 PSF IN CALCULATION REGARDLESS OF SOIL CONDITIONS. WSDOT TABLE

NUMBERS ARE BASED ON A TEST PRESSURE OF 250 PSI, WHICH IS REQUIRED TEST PRESSURE IN

PROJECT SPECIFICATIONS.

3. ELEVATIONS, DIMENSIONS, AND COORDINATES FOR EXISTING PIPING AT TIE-INS SHALL BE FIELD

VERIFIED (CONFIRMED) BY CONTRACTOR PRIOR TO STARTING THE ASSOCIATED WORK. CONTRACTOR

SHALL POT-HOLE TIE-IN LOCATIONS AND SUBMIT INFORMATION TO CONTRACTING OFFICER FOR REVIEW

AND APPROVAL INCLUDING PIPE SIZE (INCLUDING MEASURED CIRCUMFERENCE), PIPE MATERIAL AND

DEPTH OF COVER OVER EXISTING PIPING. ANY CHANGES REQUIRED DUE TO AS-FOUND UTILITY

INFORMATION WILL BE RETURNED TO CONTRACTOR FOLLOWING SUBMITTAL REVIEW. CONSTRUCTION

OF UTILITIES SHALL NOT BEGIN UNTIL THIS PROCESS HAS BEEN COMPLETED.

4. ANY EXIST MANHOLES, CLEANOUTS, VALVE BOXES, ELECTRICAL BOXES, ETC., WITHIN LIMITS OF PAVING

OR AREAS TO BE REGRADED SHALL BE EXTENDED/RAISED OR LOWERED AS REQUIRED TO BE FLUSH

WITH FINISH GRADE. LOCALIZED ADJUSTMENTS OF FINISH GRADE SHALL NOT BE USED AS AN

ALTERNATIVE TO EXTENDING/LOWERING TOP OF UTILITY STRUCTURES, UNLESS APPROVED BY THE

CONTRACTING OFFICER.

5. SAW-CUT AND CAREFULLY REMOVE EXISTING UPLAND PAVEMENT IN A MANNER TO PREVENT DAMAGE

CLEAN VERTICAL ACP EDGE TO FACILITATE UTILITY WORK. WIDTH OF UTILITY TRENCHES SHALL BE

MINIMIZED, AND SHALL CONFORM TO DETAILS SHOWN ON THE DRAWINGS. EXCAVATE TO DEPTHS

SHOWN ON THE DRAWINGS OR AS REQUIRED FOR CONNECTIONS TO EXIST UTILITIES. IF OVER

EXCAVATION OCCURS, CORRECT BY PLACEMENT OF COMPACTED SELECT STRUCTURAL BACKFILL OR

BASE COURSE. EXCAVATE BELOW PROPOSED DEPTH OF NEW PIPING FOR PLACEMENT OF COMPACTED

BEDDING AS DETAILED AND/OR NOTED ON THE DRAWINGS.

6. PAVEMENT REMOVAL AND SURFACE RESTORATION FOR BURIED UTILITY INSTALLATION NOT SHOWN ON

"PLANS" REFER TO UTILITY TRENCH SECTION DETAILS FOR SURFACE RESTORATION REQUIREMENTS.

7. CONTRACTOR SHALL PROVIDE, CONSTRUCT, MAINTAIN AND REMOVE, AS REQUIRED, SAFETY SYSTEMS

FOR TRENCH EXCAVATION THAT MEET REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND

HEALTH ACT (WISHA), RCW 49.17, WASHINGTON ADMINISTRATIVE CODE (WAC) 296-24, 296-62, & 296-155, AND EM-385-1-1 COE SAFETY MANUAL. MOST STRINGENT REQUIREMENTS GOVERN. ALSO REFER TO

SPECIFICATIONS.

8. UTILITY TRENCHES:

FOR STORM DRAIN, SANITARY SEWER, AND WATER, THE PIPE ZONE BEDDING & BACKFILL SHALL BE IN

ACCORDANCE WITH THE DETAILS SHOWN ON THE DRAWINGS. MATERIALS, COMPACTION AND LIFT

THICKNESS SHALL BE AS SPECIFIED IN PROJECT SPECIFICATIONS. PLACE DETECTABLE MARKER TAPE

1'-0" BELOW TOP OF SUBGRADE DURING BACKFILL (USE NON-DETECTABLE MARKER TAPE FOR DIP OR

OTHER METALLIC PIPE).

9. COMPRESSIBLE MATERIALS:

FOR USE IN AREAS ABOVE BURIED PIPES WHERE OTHER PIPES ARE CROSSING WITH LESS THAN 1'-0"

VERTICAL SEPARATION: POLYETHYLENE PLASTIC FOAM IN ACCORDANCE WITH FEDERAL

SPECIFICATION PPP-C-1752C, TYPE 1, CLASS 2, SUCH AS "ETHAFOAM". AT PIPE CROSSINGS, MATERIAL

SHALL BE A MIN OF 2-INCH THK, 2-FT WIDE, AND 4-FT LONG.

EARTHWORK / GRADING NOTES:

1. SLOPE FINISH GRADE SURFACES UNIFORMLY BETWEEN ELEVATIONS SHOWN ON DRAWINGS UNLESS

SPECIFIED OTHERWISE. GRADE AREAS TO ELIMINATE LOW SPOTS AND MAINTAIN POSITIVE DRAINAGE.

2. CUT AND FILL SLOPES SHALL BE 3 : 1 (HORIZ : VERT) IF NOT OTHERWISE DEFINED. ALL DISTURBED

AREAS OUTSIDE LIMITS OF PAVING SHALL BE STABILIZED WITH GRASS SEED MIX OR HYDROSEED.

PLACE 6-INCH MIN COVER OF AGGREGATE SURFACE COURSE NORTH OF AFF WHERE SHOWN.

3. UNLESS "SELECT FILL OR BACKFILL" IS NOTED ON THE DRAWINGS TO BE USED, USE "FILL OR BACKFILL"

DEFINED AS EXISTING MATERIAL AT THE SITE THAT IS GEOTECHNICALLY SUITABLE AND REMOVED

DURING EXCAVATIONS DURING THE DURATION OF THE PROJECT. ASSUME AS BASIS OF BID THAT 85%

OF ALL UPLAND EXCAVATION MATERIAL (EXCLUDES MATERIAL REMOVED DURING CLEARING AND

GRUBBING) IS GEOTECHNICALLY SUITABLE AND AVAILABLE FOR REUSE AS FILL OR BACKFILL. SELECT

FILL OR BACKFILL IS IMPORT MATERIAL DEFINED BY THE PROJECT SPECIFICATIONS AND SHALL BE USED

WHERE NOTED ON THE DRAWINGS. EXCAVATED MATERIAL SHALL NOT BE USED WHERE SELECT FILL

OR BACKFILL IS CALLED OUT. BACKFILL FOR WALLS SHALL BE USED BEHIND SHEET PILE WALL AT BENT

1' OF TRESTLE.

PAVEMENT MARKINGS AND SIGNAGE:

1. FOLLOWING HMA PATCH WHERE EXIST ACP AND 4" WIDE WHITE EDGE LINE / STRIPE IS REMOVED FOR

CONSTRUCTION, PLACE REPLACEMENT 4" WIDE WHITE EDGE LINE ALIGNED WITH EXISTING EDGE LINES.

REPLACEMENT LINE NOT SHOWN ON PLANS. DO NOT PLACE REPLACEMENT EDGE LINE ACROSS

APPROACH ROAD TO PIER, RATHER CONTINUE EDGE LINES ONTO TRESTLE TO FORM SEPARATION

BETWEEN TRAVEL LANE AND PEDESTRIAN WALK AREAS. REPLACE IN KIND ALL OTHER EXISTING

PAVEMENT MARKINGS ON ROADWAY (SUCH AS EDGE STRIPES AND CENTER SKIP STRIPES) AS

REQUIRED DUE TO CONSTRUCTION ACTIVITIES REQUIRING SURFACE DEMO. REMOVE EXISTING

PAVEMENT MARKINGS IN AREAS TO RECEIVE HMA OVERLAY.

2. PROVIDE NON-REFLECTORIZED PAVEMENT MARKINGS FOR PAVED PARKING AREAS. PROVIDE

REFLECTORIZED PAVEMENT MARKINGS FOR PAVED ROAD/TRAFFIC AREAS.

3. UNLESS OTHERWISE NOTED, MATERIALS FOR ALL EXTERIOR LANDSIDE SIGNAGE SHALL BE

REFLECTORIZED SHEET ALUMINUM AND IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS

SECTION 8-21.2 AND 9-28. UNLESS OTHERWISE NOTED, CONSTRUCTION REQUIREMENTS SHALL BE IN

ACCORDANCE WITH APPLICABLE PARAGRAPHS OF WSDOT STANDARD SPECIFICATIONS SECTION 8-21.3.

TIMBER SIGN POSTS SHALL CONFORM TO THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS

SECTION 9-28.14(1).

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D N

O R

TH

W

E S

T

L a s t

S a v e d b y

U s j v o n

A u g i l e

R

U

S F

D W

P r o j e c t

A

C

A D

D D w g s C

W d w g

WSP USA Inc.

Federal Way, WA 98003-2600

33301 9th Avenue South, Suite 300

TEL: (206) 431-2300 FAX: (206) 431-2250

CW001

17 269

16046355

TP

P

P

IE

R A

N D

M A

IN

TE

N A

N C

E F

A C

IL

IT

Y

FY

M

C O

N P

R O

JE

C

T P

-9

C

IV

IL

A

B B

R E

V

IA

TI

O

N S

G

E N

E R

A L

N O

TE

LEGEND

NOTES:

A2

CW561

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D N

O R

TH

W

E S

T

L a s t

S a v e d b y

U s j v

J u l l e

R

U

S F

D W

P r o j e c t

A

C

A D

D D w g s C

W d w g

KEY PLAN

WSP USA Inc.

Federal Way, WA 98003-2600

33301 9th Avenue South, Suite 300

TEL: (206) 431-2300 FAX: (206) 431-2250

PLAN - UPLANDS TESC / DEMO

SCALE: 1" = 20' CW101, CW152

MATCH LINE - SEE CW111

CW112

TP

P

P

IE

R A

N D

M A

IN

TE

N A

N C

E F

A C

IL

IT

Y

FY

M

C O

N P

R O

JE

C

T P

-9

P

LA

N

U P

LA

N

D S

T E

S C

D

E M

O

S H

E E

A4

A3

PLAN - UPLANDS TESC / DEMO

SCALE: 1"=5'-0" CW101

MATCH LINE - SEE CW113

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D N

O R

TH

W

E S

T

L a s t

S a v e d b y

U s j v

S e p l e

R

U

S F

D W

P r o j e c t

A

C

A D

D D w g s C

W d w g

KEY PLAN

WSP USA Inc.

Federal Way, WA 98003-2600

33301 9th Avenue South, Suite 300

TEL: (206) 431-2300 FAX: (206) 431-2250

IMAGE - BEACH DEBRISA3 IMAGE - BEACH DEBRISA4

CW114

TP

P

P

IE

R A

N D

M A

IN

TE

N A

N C

E F

A C

IL

IT

Y

FY

M

C O

N P

R O

JE

C

T P

-9

P

LA

N

U P

LA

N

D S

T E

S C

D

E M

O

S H

E E

LEGEND:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D N

O R

TH

W

E S

T

L a s t

S a v e d b y

J o s h v o e c k s

J u l l e

R

U

S F

D W

P r o j e c t

A

C

A D

D D w g s C

W d w g

KEY PLAN

WSP USA Inc.

Federal Way, WA 98003-2600

33301 9th Avenue South, Suite 300

TEL: (206) 431-2300 FAX: (206) 431-2250

PLAN - UPLANDS GRADING & DRAINAGE

CW131

TP

P

P

IE

R A

N D

M A

IN

TE

N A

N C

E F

A C

IL

IT

Y

FY

M

C O

N P

R O

JE

C

T P

-9

P

LA

N

U P

LA

N

D S

G R

A D

IN

G

A N

D D

R A

IN

A

G E

S

H E

E

N: 274329.79

E: 1531296.18

N: 274309.67

E: 1531286.00

NOTES:

B1

CW432

LEGEND:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D N

O R

TH

W

E S

T

L a s t

S a v e d b y

U s j v

S l e

R

U

S F

D W

P r o j e c t

A

C

A D

D D w g s C

W d w g

KEY PLAN

WSP USA Inc.

Federal Way, WA 98003-2600

33301 9th Avenue South, Suite 300

TEL: (206) 431-2300 FAX: (206) 431-2250

PLAN - GRADING AND DRAINAGE

SCALE: 1"=5'-0" CW101

M

AT

CH

L

IN

E

- S

EE

CW133

TP

P

P

IE

R A

N D

M A

IN

TE

N A

N C

E F

A C

IL

IT

Y

FY

M

C O

N P

R O

JE

C

T P

-9

P

LA

N

U P

LA

N

D S

G R

A D

IN

G

A N

D D

R A

IN

A

G E

S

H E

E

A1

CW562

A1

CW551

A4

CW551

C1

CW551

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D N

O R

TH

W

E S

T

L a s t

S a v e d b y

J o s h v o e c

J u l l e

R

U

S F

D W

P r o j e c t

A

C

A D

D D w g s C

W d w g

KEY PLAN

WSP USA Inc.

Federal Way, WA 98003-2600

33301 9th Avenue South, Suite 300

TEL: (206) 431-2300 FAX: (206) 431-2250

PLAN - UPLANDS UTILITY

SCALE: 1"=20' CW101

MATCH LINE - SEE CW152

M

AT

CH

L

IN

E

- S

EE

C W

CW151

TP

P

P

IE

R A

N D

M A

IN

TE

N A

N C

E F

A C

IL

IT

Y

FY

M

C O

N P

R O

JE

C

T P

-9

P

LA

N

U P

LA

N

D S

U

TI

LI

TY

S

H E

E

LEGEND:

A1

CW551

A1

CW551

A1

CW551

C1

CW551

A4

CW551

A3

MW412

A1

MW112

PLAN - UPLANDS UTILITY

SCALE: 1"=20'-0"

MATCH LINE - SEE CW151

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D N

O R

TH

W

E S

T

L a s t

S a v e d b y

U s j v

A u g l e

R

U

S F

D W

P r o j e c t

A

C

A D

D D w g s C

W d w g

KEY PLAN

WSP USA Inc.

Federal Way, WA 98003-2600

33301 9th Avenue South, Suite 300

TEL: (206) 431-2300 FAX: (206) 431-2250

CW152

TP

P

P

IE

R A

N D

M A

IN

TE

N A

N C

E F

A C

IL

IT

Y

FY

M

C O

N P

R O

JE

C

T P

-9

P

LA

N

U P

LA

N

D S

U

TI

LI

TY

S

H E

E

A1

CW566

A4

CW566

A1

CW562

A4

CW566

A4

CW566

A3

CW562

C1

CW551

C1

CW564

D4

CW562

A1

CW433

C4

CW561

B4

CW566

C2

CW562

DO NOT

ENTER

C4

CW566

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D N

O R

TH

W

E S

T

L a s t

S a v e d b y

U s j v

S l e

R

U

S F

D W

P r o j e c t

A

C

A D

D D w g s C

W d w g

KEY PLAN

WSP USA Inc.

Federal Way, WA 98003-2600

33301 9th Avenue South, Suite 300

TEL: (206) 431-2300 FAX: (206) 431-2250

PLAN - UPLANDS PAVING, STRIPING & SIGNAGE

SCALE: 1"=20'-0" CW101, CW121

MATCH LINE - SEE CW162

M

AT

CH

L

IN

E

- S

EE

C W

CW161

TP

P

P

IE

R A

N D

M A

IN

TE

N A

N C

E F

A C

IL

IT

Y

FY

M

C O

N P

R O

JE

C

T P

-9

P

LA

N

U P

LA

N

D S

P A

V

IN

G , S

TR

IP

IN

G

S

IG

N

A G

E

S H

E E

B2

CW561

C1

CW551

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D N

O R

TH

W

E S

T

L a s t

S a v e d b y

J o s h v o e c

J u l l e

R

U

S F

D W

P r o j e c t

A

C

A D

D D w g s C

W d w g

KEY PLAN

WSP USA Inc.

Federal Way, WA 98003-2600

33301 9th Avenue South, Suite 300

TEL: (206) 431-2300 FAX: (206) 431-2250

MATCH LINE - SEE CW161

PLAN - UPLANDS PAVING, STRIPING & SIGNAGE

SCALE: 1"=20'-0" CW101

CW162

TP

P

P

IE

R A

N D

M A

IN

TE

N A

N C

E F

A C

IL

IT

Y

FY

M

C O

N P

R O

JE

C

T P

-9

P

LA

N

U P

LA

N

D S

P A

V

IN

G , S

TR

IP

IN

G

S

IG

N

A G

E

S H

E E

B4

CW561

C1

CW551

PLAN - PAVING, STRIPING & SIGNAGE

SCALE: 1" = 5' CW101

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D N

O R

TH

W

E S

T

L a s t

S a v e d b y

U s j v

S l e

R

U

S F

D W

P r o j e c t

A

C

A D

D D w g s C

W d w g

KEY PLAN

WSP USA Inc.

Federal Way, WA 98003-2600

33301 9th Avenue South, Suite 300

TEL: (206) 431-2300 FAX: (206) 431-2250

M

AT

CH

L

IN

E

- S

EE

CW163

TP

P

P

IE

R A

N D

M A

IN

TE

N A

N C

E F

A C

IL

IT

Y

FY

M

C O

N P

R O

JE

C

T P

-9

P

LA

N

U P

LA

N

D S

P A

V

IN

G , S

TR

IP

IN

G

S

IG

N

A G

E

S H

E E

C1

CW562

C3

CW562

C1

CW562

C1

CW551

B4

CW561

A4

CW561

C1

CW534

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D N

O R

TH

W

E S

T

L a s t

S a v e d b y

J o s h v o e c

J u l l e

R

U

S F

D W

P r o j e c t

A

C

A D

D D w g s C

W d w g

KEY PLAN

WSP USA Inc.

Federal Way, WA 98003-2600

33301 9th Avenue South, Suite 300

TEL: (206) 431-2300 FAX: (206) 431-2250

PLAN - PAVING, STRIPING & SIGNAGE

SCALE: 1" = 5' CW101

MATCH LINE - SEE 163

CW164

TP

P

P

IE

R A

N D

M A

IN

TE

N A

N C

E F

A C

IL

IT

Y

FY

M

C O

N P

R O

JE

C

T P

-9

P

LA

N

U P

LA

N

D S

P A

V

IN

G , S

TR

IP

IN

G

S

IG

N

A G

E

S H

E E

A1

MW601

NOTES:

A1

CW432

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D N

O R

TH

W

E S

T

L a s t

S a v e d b y

J o s h v o e c

J u l l e

R

U

S F

D W

P r o j e c t

A

C

A D

D D w g s C

W d w g

KEY PLAN

WSP USA Inc.

Federal Way, WA 98003-2600

33301 9th Avenue South, Suite 300

TEL: (206) 431-2300 FAX: (206) 431-2250

ENLARGED PLAN - SHEET PILE SHORING

SCALE: 1"=5'-0 CW123, CW133, CW153, CW432, MW401

B1

SECTION - SHEET PILING SHORING

SCALE: 1"=5'-0 CW432

A1

CW432

TP

P

P

IE

R A

N D

M A

IN

TE

N A

N C

E F

A C

IL

IT

Y

FY

M

C O

N P

R O

JE

C

T P

-9

E N

LA

R

G E

D P

LA

N

S

H E

E T

P

IL

E S

H O

R

IN

G

DETAIL - HMA JOINT AT SAW CUTC1

DETAIL - TYP HMA PAVING SECTIONB1

SECTION - TYPICAL CONCRETE CEMENT PAVEMENTC3

TYPICAL JOINT DETAIL CEMENT CONCRETE PAVEMENTB2

CEMENT CONCRETE PAVEMENT JOINTSA2

WSDOT TYPE 1S TRAFFIC ARROWC4

DETAIL - SIDEWALK CONTRACTION JOINTB4

DETAIL - SIDEWALK EXPANSION JOINTA4

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D N

O R

TH

W

E S

T

L a s t

S a v e d b y

U s j v

S l e

R

U

S F

D W

P r o j e c t

A

C

A D

D D w g s C

W d w g

WSP USA Inc.

Federal Way, WA 98003-2600

33301 9th Avenue South, Suite 300

TEL: (206) 431-2300 FAX: (206) 431-2250

CW561

TP

P

P

IE

R A

N D

M A

IN

TE

N A

N C

E F

A C

IL

IT

Y

FY

M

C O

N P

R O

JE

C

T P

-9

D E

TA

IL

YD

H

YD

H

YD

WV

WV

W

VW

V

W V

W V

WV

H

Y D

W V

W V

S

D

D D

D

D

D

D

D

IM

P

ER

VI

O U S (P

AV

IN

G

SF

(2 .2

AC

D R

AI

N

FI

EL

D

IS

4X B O X

C U

LV

ER

T

WP,G WP,G WP,G

PAD MOUNTED

TERMINATING CABINET

F410 VMFJC

(2) 4"C TO COMMUNICATION ROOM 120

MANHOLE

TURNED UP EXISTING

UTILITY POLE TO

96" AFG

PAD MOUNTED

TRANSFORMER

VMFMVT

U2 M1

XL-03

XL-03

XL-03

XL-03

XL-03

XL-03

XL-03

XL-03

XL-03

XL-03XL-03XL-03

C1

EB502

XL-03

XL-03XL-03XL-03

U2 H3

U2 H3

A1

EB502

12R1/4312R1/4512R1/47 12R1/43,45,47

1-1/2"C, 6#8, 1#8 EGC

14L1/7K VIA LCP-1

1"C, 2#8, 1#8 EGC (TYP)

14L1/9L VIA LCP-1

1"C, 2#8, 1#8 EGC (TYP)

PAD MOUNTED

TERMINATING CABINET

F412 VMFJC

(1) 2"C TO FIRE ALARM MASTER BOX

LOCATED ON SIDE OF BUILDING. REFER

TO FIRE PROTECTION DRAWINGS FOR LOCATION

TO ELECTRICAL ROOM 121

5"

14L1/9L

C3

EB502

14L1/9L

14L1/9L

14L1/9L

14L1/9L 14L1/9L

14L1/9L

14L1/9L

14L1/9L

14L1/9L

14L1/7K 14L1/7K14L1/7K

14L1/7K14L1/7K14L1/7K

5"

5"

B3

EB403

B1

EB403

(TYP)

MATCHLINE SEE DWG EB102

S

TU

R G

E O

N S

TR

E

E T

VESSEL

MAINTENANCE

FACILITY

4"

WP,G

12R1/4212R1/42

WP,G WP,G

12R1/40

12R1/40

WP,G

12R1/44

12R1/44

WP,G

WP,G

TO DDC PANEL IN MECHANICAL ROOM 122

DETENTION TANK LIQUID

LEVEL INDICATOR (LLI-1)

12E1/60

EB505

A1

EB505

B1

(TYP)

-1

EB501

A4

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

D E P A R T M E N T

O F

T H E

N A V Y

N A V F A C

N W

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

S

IL

V E R D A L E W A S H

IN

G T O N

N A V A L

B A S E

K

IT

S A P B A N G O R

S

IL

V E R D A L E W A S H

IN

G T O N

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

S

YM

D

ES

C R

IP

TI

O N

D A

TE

A P P R

FIRE PROTECTION

D. GIBSON/T. BOLING

1389895

:4 :1

P M

C U s e rs S b o ll e n D o c u m e n ts P B L D G E L E C R S b o ll e n .r vt

F Y

M

C O

N P

R O

J E

C T

P -9

T P

P P

IE

R

A N

D M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

P

AR

TI

A L

EL

EC

TR

IC

AL

SI

TE

P

LA

N

N A V A L

FA

C

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

C O M M A N D

N O R

TH

W

ES

T

BCPSMB BGA

EB101

113 135

16046738

D. BUSSARD

B. GALLOWAY

B. NIXON

SCALE:

40' 40'

1" = 40'-0"

80'80'

GENERAL NOTES:

SHEET KEYNOTES:

1. CORE DRILL EXISTING MANHOLE TO ALLOW INSTALLATION OF

CONDUITS.

2. PROVIDE RECEPTACLE EITHER FLUSH MOUNTED IN LIGHT POLE BASE

OR BY STRUCTURAL METAL CHANNEL ABOVE POLE BASE.

3. PROVIDE (2) 4"C FOR COMMUNICATIONS AND (1) 2"C FOR FIRE ALARM.

4. PROVIDE (1) 2"C TO FIRE ALARM MASTER BOX.

5. PROVIDE (1) 2"C FOR FIRE ALARM TO EXISTING POLE.

6. SEE THE P-876 PROJECT AS-BUILTS FOR EXACT LOCATION.

7. COMMUNICATION CABLE ROUTE TO BUILDING B7074.

8. PROVIDE (1) 1"C, 2#12, 1#12 GND TO ELECTRICAL ROOM 121, AND (1)

1-1/2" C TO DDC PANEL IN MECHANICAL ROOM 122 FOR DETENTION

TANK LEVEL INDICATOR. COORDINATE CONDUITS WITH LOCATION OF

LEVEL INDICATOR. SEE CIVIL DRAWINGS FOR ADDITIONAL

INFORMATION.

1. REFER TO SHEET EB504, EB505 AND EB606 FOR LUMINAIRE DETAILS AND

SCHEDULE.

2. LETTERS GIVEN AFTER THE CIRCUIT NUMBER ARE THE RELAY NUMBER IN

THE LIGHTING CONTROL PANEL LOCATED ON SHEET .

N

SCALE: 1" = 40'-0"

PARTIAL ELECTRICAL SITE PLAN

A1

P

PI

9/

P

AL

P

PI

S

B

J

G G

J

J

J

G

G

G

G

G

G

J

WP,G

WP,G WP,G

WP,G

WP,GWP,G

G

G

G

G

WP,G

WP,GWP,G

WP,G

WP,G

WP,G

WP,G

WP,G

G

G

J

J

J J

J

J

J

J

J J

J

J

WP,G

WP,G WP,G

WP,G WP,G

J

J

JJJ

JJ

J

J

J

J

J

J J

J

J

JJ

J

J

J

J

J

J

J

J J

J J

J

J

J

J

J

ENTRY

CORRIDOR

SUPERVISOR

OFFICE

106-B

SUPERVISOR

OFFICE

106-C

ELECTRONICS

TECHNICIAN

TRAILER

SHOP

PRODUCTION

SHOP

WELD

SHOP

REPAIR

BAY

REPAIR

BAY

R…