TNC3 BID DOCUMENTS R 2-2-2024 2 of 9.pdf

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H

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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U.S. Department of Veterans Affairs

B

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F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

CD101

OVERALL DEMOLITION PLAN -

NORTH

N

SCALE:1

OVERALL DEMOLITION PLAN - NORTH

1" = 80' (30" x 42" PAPER SIZE)

0 60' 120'

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

DELINEATED WETLAND

EXISTING TREE LINE

EXISTING BITUMINOUS PAVEMENT

EXISTING WATERLINE

EXISTING UNDERGROUND ELECTRIC

EXISTING SEWER

REMOVE BITUMINOUS PAVEMENT

MILL ASPHALT

CONCRETE REMOVAL

TREE REMOVAL

SIGNAGE REMOVAL

GENERAL DEMOLITION NOTES

· EXISTING SECTION MARKERS TO REMAIN (TYP.)

· PHASE 2 SITE AMENITIES TO REMAIN (TYP.) UNLESS

OTHERWISE NOTED

· COMPLETE REMOVAL OF FLOWER WATER STATION

INCLUDES DISPOSAL OF RECEPTACLES, HARDWARE,

PRECAST POST, WATER SPIGOT, CONCRETE PAD, AND

SUB BASE.

· FOR EACH INSTANCE OF FLOWER WATER STATION

REMOVAL, SALVAGE EXISTING CONNECTION STUB FOR

USE IN INSTALLATION OF NEW FLOWER WATER

STATION AT SAME LOCATION.

MATCHLINE - SHEET CD102

PROTECT WATER

VAULTS/EQUIPMENT TO REMAIN

PROTECT WETLAND. NO FILL, NO

CLEARING, NO GRADING.

(TYPICAL)

ASSEM

BLY

AREA

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2 20

27ABAT

KEY NOTES

PROTECT EXISTING UTILITY TO REMAIN

REMOVE BITUMINOUS PAVEMENT AND SUB BASE

REMOVE CONCRETE CURB TO NEAREST JOINT

REMOVE CONCRETE WALL

REMOVE QUANSET BUILDING/STRUCTURE

CONCRETE FOUNDATION

REMOVE STORM PIPE

REMOVE RUBBLE/DIRT STOCKPILE

REMOVE GRAVEL SURFACING

REMOVE SANITARY SEWER PIPE

SAWCUT AND REMOVE 3' ASPHALT PAVEMENT

NO CONSTRUCTION EQUIPMENT OR PERSONNEL

ALLOWED IN FUTURE SEPTIC AREA

MILL 2" THICK ASPHALT PAVEMENT (ENTIRE

CONSTRUCTION ACCESS ROUTE)

REMOVE STORM MANHOLE/INLET

PROTECT EXISTING STORM PIPE FOR

RECONNECTION

REMOVE 6" WATER MAIN

REMOVE SIGNAGE

KEEP SUPPLY STUB FOR USE WITH NEW

FLOWER WATERING STATION

REMOVE BENCH AND/OR TRASH RECEPTACLE

SAWCUT AND REMOVE CONCRETE PAVEMENT

SALVAGE AND REINSTALL CONICAL CONCRETE

BOLLARDS (TYPICAL)

PROTECT EXISTING FLAG POLE AND LIGHTS

REMOVE CONRETE STRUCTURES AND VAULTS

APPROXIMATE LIMITS OF UNCONSOLIDATED FILL

REMOVAL. REMOVE AND DISPOSE FULL DEPTH

TO UNDERLYING NATIVE SOILS. DISPOSE OF

UNSUITABLE MATERIAL OFFSITE. APPROXIMATE

DEPTH OF REMOVAL 15'. SEE GEOTECHNICAL

REPORT AND BORINGS.

SALVAGE AND REINSTALL EXISTING BENCH.

BEGIN

END

COLUMBARIUM 5

EXISTING

SECTION 9

EXISTING

SECTION 8

BEGIN

END

3 BEGIN

END

PROTECT EXISTING

WALL IN PLACE

TO NEAREST JOINT

TO NEAREST

JOINT

ADDITIVE ITEM 2

SEE "AI2" SHEETS

NOT IN BASE BID

3 BEGIN

3 END

CD104

CD103

CD101

CD102

ADDITIVE ITEM 5

SEE "AI5" SHEETS

NOT IN BASE BID

REFER TO CG104 - AI5 FOR

SIGNIFICANT TREES TO

REMAIN IF AI5 IS SELECTED

T

T

T

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

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/26 /20

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:2/ 1/2

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M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

N

SCALE:1

OVERALL DEMOLITION PLAN - SOUTH

1" = 80' (30" x 42" PAPER SIZE)

0 60' 120'

CD102

OVERALL DEMOLITION PLAN -

SOUTH

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

DELINEATED WETLAND

EXISTING TREE LINE

EXISTING BITUMINOUS PAVEMENT

EXISTING WATERLINE

EXISTING UNDERGROUND ELECTRIC

EXISTING SEWER

REMOVE BITUMINOUS PAVEMENT

MILL ASPHALT

CONCRETE REMOVAL

TREE REMOVAL

SIGNAGE REMOVAL

MATCHLINE - SHEET CD101

COORDINATE ELECTRIC, FIBER OPTIC,

AND GAS UTILITY LINES WITH ELECTRIC

DEMO PLANS & NEW TRANSFORMER

INSTALLATION. SEE SHEET ED-100-1301.

M A

TC

H

LI

N

E

S H

E E

T C

D

PROTECT EXISTING SEPTIC TANK(S)

AND PIPING TO REMAIN

MILL ROAD HALF

WIDTH ON SIDE OF

CURB INSTALL

MILL ROAD HALF

WIDTH ON SIDE OF

CURB INSTALL

MATCHLINE - SHEET CD104

GENERAL DEMOLITION NOTES

· EXISTING SECTION MARKERS TO REMAIN (TYP.)

· PHASE 2 SITE AMENITIES TO REMAIN (TYP.) UNLESS

OTHERWISE NOTED

· COMPLETE REMOVAL OF FLOWER WATER STATION

INCLUDES DISPOSAL OF RECEPTACLES, HARDWARE,

PRECAST POST, WATER SPIGOT, CONCRETE PAD, AND

SUB BASE.

· FOR EACH INSTANCE OF FLOWER WATER STATION

REMOVAL, SALVAGE EXISTING CONNECTION STUB FOR

USE IN INSTALLATION OF NEW FLOWER WATER

STATION AT SAME LOCATION.

28ABAT

KEY NOTES

PROTECT EXISTING UTILITY TO REMAIN

REMOVE BITUMINOUS PAVEMENT AND SUB BASE

REMOVE CONCRETE CURB TO NEAREST JOINT

REMOVE CONCRETE WALL

REMOVE QUANSET BUILDING/STRUCTURE

CONCRETE FOUNDATION

REMOVE STORM PIPE

REMOVE RUBBLE/DIRT STOCKPILE

REMOVE GRAVEL SURFACING

REMOVE SANITARY SEWER PIPE

SAWCUT AND REMOVE 3' ASPHALT PAVEMENT

NO CONSTRUCTION EQUIPMENT OR PERSONNEL

ALLOWED IN FUTURE SEPTIC AREA

MILL 2" THICK ASPHALT PAVEMENT (ENTIRE

CONSTRUCTION ACCESS ROUTE)

REMOVE STORM MANHOLE/INLET

PROTECT EXISTING STORM PIPE FOR

RECONNECTION

REMOVE 6" WATER MAIN

REMOVE SIGNAGE

KEEP SUPPLY STUB FOR USE WITH NEW

FLOWER WATERING STATION

REMOVE BENCH AND/OR TRASH RECEPTACLE

SAWCUT AND REMOVE CONCRETE PAVEMENT

SALVAGE AND REINSTALL CONICAL CONCRETE

BOLLARDS (TYPICAL)

PROTECT EXISTING FLAG POLE AND LIGHTS

REMOVE CONRETE STRUCTURES AND VAULTS

APPROXIMATE LIMITS OF UNCONSOLIDATED FILL

REMOVAL. REMOVE AND DISPOSE FULL DEPTH

TO UNDERLYING NATIVE SOILS. DISPOSE OF

UNSUITABLE MATERIAL OFFSITE. APPROXIMATE

DEPTH OF REMOVAL 15'. SEE GEOTECHNICAL

REPORT AND BORINGS.

SALVAGE AND REINSTALL EXISTING BENCH.

REMOVE GRASS ISLAND TO SUBGRADE

EXISTING

SECTION 5

EXISTING

SECTION 6

REMOVE &

DISPOSE

ADDITIVE ITEM 1

SEE "AI1" SHEETS

NOT IN BASE BID

CD104

CD103

CD101

CD102

END

REMOVE 120 LF

EXISTING SANITARY

SEWER PIPE, BEGIN

T

T

T

T

T

T

T

T T

T

T

T

T

T

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ c_ de mo

.dw g ed it:d am ing a sa ve d:1

/26 /20

3:

P

M p lot

:2/ 1/2

4 4

:13 P

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

N

SCALE:1

OVERALL DEMOLITION PLAN - SOUTHEAST

1" = 10' (30" x 42" PAPER SIZE)

0 60' 120'

CD103

OVERALL DEMOLITION PLAN -

SOUTHEAST

SCALE:2

EXISTING CONCRETE PUMP HOUSE - BUILDING 3W01

N.T.S. (FOR REFERENCE ONLY)

SECTION

CONCRETE

VAULT/METER PITS

BUILDING 3W01:

REMOVE CONCRETE BUILDING AND STEPS.

REMOVE STORM STRUCTURES ADJACENT TO BUILDING.

REMOVE ALL STORM SEWER PIPE TO CATCH BASIN ON

VETERANS MEMORIAL DRIVE.

16 16

18 18 18 18 18

18 18

M A

TC

H

LI

N

E

S H

E E

T C

D

GENERAL DEMOLITION NOTES

· EXISTING SECTION MARKERS TO REMAIN (TYP.)

· PHASE 2 SITE AMENITIES TO REMAIN (TYP.) UNLESS

OTHERWISE NOTED

· COMPLETE REMOVAL OF FLOWER WATER STATION

INCLUDES DISPOSAL OF RECEPTACLES, HARDWARE,

PRECAST POST, WATER SPIGOT, CONCRETE PAD, AND

SUB BASE.

· FOR EACH INSTANCE OF FLOWER WATER STATION

REMOVAL, SALVAGE EXISTING CONNECTION STUB FOR

USE IN INSTALLATION OF NEW FLOWER WATER

STATION AT SAME LOCATION.

29ABAT

KEY NOTES

PROTECT EXISTING UTILITY TO REMAIN

REMOVE BITUMINOUS PAVEMENT AND SUB BASE

REMOVE CONCRETE CURB TO NEAREST JOINT

REMOVE CONCRETE WALL

REMOVE QUANSET BUILDING/STRUCTURE

CONCRETE FOUNDATION

REMOVE STORM PIPE

REMOVE RUBBLE/DIRT STOCKPILE

REMOVE GRAVEL SURFACING

REMOVE SANITARY SEWER PIPE

SAWCUT AND REMOVE 3' ASPHALT PAVEMENT

NO CONSTRUCTION EQUIPMENT OR PERSONNEL

ALLOWED IN FUTURE SEPTIC AREA

MILL 2" THICK ASPHALT PAVEMENT (ENTIRE

CONSTRUCTION ACCESS ROUTE)

REMOVE STORM MANHOLE/INLET

PROTECT EXISTING STORM PIPE FOR

RECONNECTION

REMOVE 6" WATER MAIN

REMOVE SIGNAGE

KEEP SUPPLY STUB FOR USE WITH NEW

FLOWER WATERING STATION

REMOVE BENCH AND/OR TRASH RECEPTACLE

SAWCUT AND REMOVE CONCRETE PAVEMENT

SALVAGE AND REINSTALL CONICAL CONCRETE

BOLLARDS (TYPICAL)

PROTECT EXISTING FLAG POLE AND LIGHTS

REMOVE CONRETE STRUCTURES AND VAULTS

APPROXIMATE LIMITS OF UNCONSOLIDATED FILL

REMOVAL. REMOVE AND DISPOSE FULL DEPTH

TO UNDERLYING NATIVE SOILS. DISPOSE OF

UNSUITABLE MATERIAL OFFSITE. APPROXIMATE

DEPTH OF REMOVAL 15'. SEE GEOTECHNICAL

REPORT AND BORINGS.

SALVAGE AND REINSTALL EXISTING BENCH.

EXISTING

SECTION 1

EXISTING

SECTION 3

EXISTING

SECTION 2

EXISTING

SECTION 4

EXISTING

SECTION 30

EXISTING

SECTION 28

6END

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

DELINEATED WETLAND

EXISTING TREE LINE

EXISTING BITUMINOUS PAVEMENT

EXISTING WATERLINE

EXISTING UNDERGROUND ELECTRIC

EXISTING SEWER

REMOVE BITUMINOUS PAVEMENT

MILL ASPHALT

CONCRETE REMOVAL

TREE REMOVAL

SIGNAGE REMOVAL

CD104

CD103

CD101

CD102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ c_ de mo

.dw g ed it:d am ing a sa ve d:1

/26 /20

3:

P

M p lot

:2/ 1/2

4 4

:13 P

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

N

SCALE:1

OVERALL DEMOLITION PLAN - SOUTHWEST

1" = 10' (30" x 42" PAPER SIZE)

0 60' 120'

CD104

OVERALL DEMOLITION PLAN -

SOUTHWEST

M A

TC

H

LI

N

E

S H

E E

T C

D

MATCHLINE - SHEET CD101

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

DELINEATED WETLAND

EXISTING TREE LINE

EXISTING BITUMINOUS PAVEMENT

EXISTING WATERLINE

EXISTING UNDERGROUND ELECTRIC

EXISTING SEWER

REMOVE BITUMINOUS PAVEMENT

MILL ASPHALT

CONCRETE REMOVAL

TREE REMOVAL

SIGNAGE REMOVAL

GENERAL DEMOLITION NOTES

· EXISTING SECTION MARKERS TO REMAIN (TYP.)

· PHASE 2 SITE AMENITIES TO REMAIN (TYP.) UNLESS

OTHERWISE NOTED

· COMPLETE REMOVAL OF FLOWER WATER STATION

INCLUDES DISPOSAL OF RECEPTACLES, HARDWARE,

PRECAST POST, WATER SPIGOT, CONCRETE PAD, AND

SUB BASE.

· FOR EACH INSTANCE OF FLOWER WATER STATION

REMOVAL, SALVAGE EXISTING CONNECTION STUB FOR

USE IN INSTALLATION OF NEW FLOWER WATER

STATION AT SAME LOCATION.

30ABAT

KEY NOTES

PROTECT EXISTING UTILITY TO REMAIN

REMOVE BITUMINOUS PAVEMENT AND SUB BASE

REMOVE CONCRETE CURB TO NEAREST JOINT

REMOVE CONCRETE WALL

REMOVE QUANSET BUILDING/STRUCTURE

CONCRETE FOUNDATION

REMOVE STORM PIPE

REMOVE RUBBLE/DIRT STOCKPILE

REMOVE GRAVEL SURFACING

REMOVE SANITARY SEWER PIPE

SAWCUT AND REMOVE 3' ASPHALT PAVEMENT

NO CONSTRUCTION EQUIPMENT OR PERSONNEL

ALLOWED IN FUTURE SEPTIC AREA

MILL 2" THICK ASPHALT PAVEMENT (ENTIRE

CONSTRUCTION ACCESS ROUTE)

REMOVE STORM MANHOLE/INLET

PROTECT EXISTING STORM PIPE FOR

RECONNECTION

REMOVE 6" WATER MAIN

REMOVE SIGNAGE

KEEP SUPPLY STUB FOR USE WITH NEW

FLOWER WATERING STATION

REMOVE BENCH AND/OR TRASH RECEPTACLE

SAWCUT AND REMOVE CONCRETE PAVEMENT

SALVAGE AND REINSTALL CONICAL CONCRETE

BOLLARDS (TYPICAL)

PROTECT EXISTING FLAG POLE AND LIGHTS

REMOVE CONRETE STRUCTURES AND VAULTS

APPROXIMATE LIMITS OF UNCONSOLIDATED FILL

REMOVAL. REMOVE AND DISPOSE FULL DEPTH

TO UNDERLYING NATIVE SOILS. DISPOSE OF

UNSUITABLE MATERIAL OFFSITE. APPROXIMATE

DEPTH OF REMOVAL 15'. SEE GEOTECHNICAL

REPORT AND BORINGS.

SALVAGE AND REINSTALL EXISTING BENCH.

EXISTING

SECTION 7

EXISTING

SECTION 10

EXISTING

SECTION 12

EXISTING

SECTION 13

EXISTING

SECTION 6

EXISTING

SECTION 9

EXISTING

SECTION 10

EXISTING

SECTION 11

COLUMBARIUM 4

CD104

CD103

CD101

CD102

G

H co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ c_ sit e a cc es s & lo gis tic s.d wg e dit :da mi ng a sa ve d:2 /1/

3:

P M p lot :2/

1/2

4 4 :17

P M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

N

SCALE:1

ACCESS & LOGISTICS OVERALL

1" = 120' (30" x 42" PAPER SIZE)

0 120' 240'

OVERSIZED

PPC

PPC

IGC

IGC

COLUMBARIUM '6'

IGC

COLUMBARIUM '8'

TRAD

GREEN

CO101

31ABMB

BURIAL LEGEND

IN-GROUND CREMAINS

PRE-PLACED CRYPTS

OVERSIZED PRE-PLACED CRYPTS

DIRECT BURIAL TRADITIONAL

COLUMBARIUM COURT

GREEN BURIAL

ACCESS & LOGISTICS OVERALL

MEMORIAL

WALKWAY

COLUMBARIUM

FA - FI

ASSEMBLY

AREA

FLAGPOLE

COLUMBARIUM 5

COLUMBARIUM 4

BARRICK

MEMORIAL CIRCLE

GRAVESITE LOCATOR KIOSK

PUBLIC INFORMATION CENTER AND

RESTROOMS

COLUMBARIUM

AA - T

CORTEGE

ASSEMBLY

COLUMBARIUM 3

ADMINISTRATION /

MAINTENANCE FACILITY

MUNRO

MEMORIAL

DRIVE

COMMITTAL

SHELTER 4

COMMITTAL

SHELTER 2

COMMITTAL

SHELTER 1

BRONSON

MEMORIAL CIRCLE

MAIN ENTRANCES

.E

. 240TH

S

TR

E

E T

SERVICE ENTRANCE

(MAIN CONSTRUCTION ACCESS)

EX.

SEC.

30A

EX.

SEC.

30C

EX.

SEC.

30D

EX.

SEC.

30B

EX.

SEC.

EX.

SEC.

EX.

SEC.

EX.

SEC.

KERSTETTER

MEMORIAL

DRIVE

EX.

SEC.

28B

EX.

SEC.

28C

EX.

SEC.

28A

EX.

SEC.

EX.

SEC.

EX.

SEC.

EX.

SEC.

25A

EX.

SEC.

EX.

SEC.

EX.

SEC.

EX.

SEC.

EX.

SEC.

EX.

SEC.

7 EX.

SEC.

EX.

SEC.

EX.

SEC.

9A

EX.

SEC.

9B

EX.

SEC.

9C

EX.

SEC.

9D

EX.

SEC.

9E

EX.

SEC.

9F

EX.

SEC.

8A

EX.

SEC.

8B

EX.

SEC.

8C

EX.

SEC.

8D

EX.

SEC.

8E

OSSUARY &

MEMORIAL WALL

EX.

SEC.

10A

EX.

SEC.

10B

EX.

SEC.

EX.

SEC.

EX.

SEC.

11C

EX.

SEC.

11A

EX.

SEC.

11B

MAINTENANCE

SITE LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

DELINEATED WETLAND

CONSTRUCTION ACCESS ROUTE

IGC

PPC

OVERSIZED

TRAD

COL

GREEN

CO102

SITE ACCESS

1. CONSTRUCTION TRAFFIC TO USE MONEGAN MEMORIAL DRIVE ENTRANCE

ONLY.

2. CONSTRUCTION WORKER PERSONAL VEHICLES SHALL PARK IN PHASE 3

EXPANSION ZONE. ALL DAMAGE TO BOULEVARD SHALL BE REPAIRED BY

CONTRACTOR AT NO COST TO GOVERNMENT.

3. CONSTRUCTION TRAFFIC TO FOLLOW MONEGAN MEMORIAL DRIVE TO

MUNRO MEMORIAL DRIVE TO VETERANS DRIVE FOR ALL DELIVERIES AND

EXPORTING.

4. PHASE 3 EXPANSION ZONE AVAILABLE FOR IMMEDIATE ACCESS.

5. P.I.C. AREA WILL HAVE LIMITED ACCESS FOR ONLY 120 CONSECUTIVE

CALENDAR DAYS. THIS ACCESS IS ONLY FOR P.I.C. CONSTRUCTION WORK.

6. CONSTRUCTION VEHICLE PARKING LIMITED TO WORK ZONES ONLY. NO

PARKING ON CEMETERY ROADS.

7. MAINTAIN OPEN ACCESS TO ALL PARTS OF CEMETERY AT ALL TIMES.

SCHEDULE LIMITED ROAD CLOSURES FOR UTILITY WORK WITH SENIOR

RESIDENT ENGINEER AND COORDINATE WITH CEMETERY DIRECTOR.

8. MAINTAIN ALL ROADS IN CLEAR, SAFE CONDITION. ONGOING STREET

SWEEPING SHALL BE EMPLOYED.

9. CONTRACTOR TO EMPLOY TRUCK WASH FACILITY AS PART OF PROJECT.

SEE CE (EROSION CONTROL) SERIES.

STOCKPILES

1. STAGE STOCKPILE IN OPEN AREA TO MINIMIZE DOUBLE HANDLING OF

MATERIAL.

2. DUE TO LIMITED STAGING ZONES AND TIGHT SITE CONSTRAINTS MATERIAL

MAY NEED TO BE EXPORTED OFF-SITE AND REIMPORTED.

DELIVERIES

1. CONTRACTOR TO COORDINATE CRYPT DELIVERY TO PHASE 3 EXPANSION

ZONE.

2. COORDINATE CRYPT STORAGE FOR NORTH EXPANSION ZONE.

CONSTRUCTION CIRCULATION - GENERAL

MONEGAN MEMORIAL DRIVE

VETERANS MEMORIAL DRIVE

YOUNG MEMORIAL DRIVE

CO103

VETERANS

MEMORIAL DRIVE

IGC

KEY NOTES

NO ACCESS/ LIMITED ACCESS.

COORDINATE ACCESS TO COMMITTAL SHELTERS SO

ONLY ONE SHELTER IS OUT OF SERVICE AT A TIME.

LIMITED CONSTRUCTION ACCESS FOR DEMOLITION

AND RESTORATION.

SEE IRRIGATION PLANS FOR MAINLINE IRRIGATION

PIPE REPLACEMENT.

CONTRACTOR'S/RE LAY DOWN YARD.

CONSTRUCTION ACCESS GATE AND FENCE WITH

CONSTRUCTION/SAFETY SIGN.

ACCESS FOR ADMINISTRATION BUILDING

CONSTRUCTION.

ACCESS FOR HONOR GUARD CONSTRUCTION.

ADMINISTRATION CONSTRUCTION LAY DOWN AND

STAGING. COORDINATE WITH COMMITTAL SHELTER

REMODEL.

6COLUMBARIUM '7'

GENERAL NOTES

1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL DURING

CLOSURES. DISCUSS ALL ROAD CLOSURES WITH CEMETERY

STAFF AT LEAST 72 HOURS IN ADVANCE OF CLOSURE.

2. CONTRACTOR REQUIRED TO PROVIDE SAFETY SIGNAGE,

BARRICADES, AND/OR CONSTRUCTION FENCING TO PROTECT

AREAS OF CONSTRUCTION FROM GENERAL PUBLIC ACCESS.

3. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS

OF THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL

REPORT UNLESS DIRECTED OTHERWISE.

4. ALL CONSTRUCTION SHALL COMPLY WITH MOST CURRENT NCA

SPECIFICATIONS UNLESS SPECIFIED OTHERWISE. WHERE

WORK IS NOT COVERED BY NCA SPECIFICATIONS,

CONTRACTOR TO COMPLY WITH 2015 EDITION OF WSDOT

STANDARD CONSTRUCTION SPECIFICATIONS.

5. ALL WORK TO BE PERFORMED IN A LEGAL MANNER AND IN

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

REGULATIONS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO

CONSTRUCTION ACTIVITIES.

7. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND

UTILITIES FOR MINIMAL DISRUPTION.

8. THE LOCATION AND TYPE OF EXISTING UTILITIES SHOWN ON

THE PLANS ARE FOR GENERAL INFORMATION ONLY. THE

INFORMATION IS NOT WARRANTED TO BE ACCURATE OR

COMPLETE. THE CONTRACTOR, IN COOPERATION WITH THE

APPROPRIATE UTILITY COMPANY OR MUNICIPALITY, IS

RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF

ALL UNDERGROUND UTILITIES.

9. LOCATE AND PROTECT EXISTING UTILITIES UNLESS

OTHERWISE NOTED.

10. SUBSTITUTIONS FROM INFORMATION SHOWN HEREON SHALL

BE REVIEWED AND APPROVED BY THE COR.

11. EXISTING STORM SEWER SYSTEM TO REMAIN ACTIVE

THROUGHOUT CONSTRUCTION. CONTRACTOR TO PHASE

CONSTRUCTION ACTIVITIES AND PROVIDE DEWATERING AS

NECESSARY.

12. ALL CONSTRUCTION AREAS, INCLUDING CONTRACTOR

STAGING AREAS, TO BE FENCED OFF WITH TEMPORARY CHAIN

LINK FENCE. TEMPORARY FENCING OR GATES ON PAVED

AREAS SHALL BE ON STANDS.

13. RESTORE ALL DISTURBED AREA TO IT ORIGINAL CONDITION.

GREEN

ADDITIVE ITEM 2

SEE "AI2" SHEETS

NOT IN BASE BID

ADDITIVE ITEM 1

SEE "AI1" SHEETS

NOT IN BASE BID

G

H co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ c_ sit e a cc es s & lo gis tic s.d wg e dit :da mi ng a sa ve d:2 /1/

3:

P M p lot :2/

1/2

4 4 :17

P M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

N

SCALE:1

ACCESS & LOGISTICS EXPANSION

1" = 60' (30" x 42" PAPER SIZE) 0 60' 120'

VETERANS MEMORIAL DRIVE

B R

O N

S O

N M E M O R I A L C

I R C

L E

EXISTING

MEMORIAL

WALKWAY

COLUMBARIUM

FA - FI

ASSEMBLY

AREA

FLAGPOLE

EXISTING

COLUMBARIUM 5

EXISTING

COLUMBARIUM 4

EX.

SEC.

9A

EXISTING

SECTION 9

EXISTING

SECTION 8

EXISTING

SECTION 13

EXISTING

SECTION 11C

EX.

SEC.

9B

EX.

SEC.

9C

EX.

SEC.

9D

EX.

SEC.

9E

EX.

SEC.

9F

EX.

SEC.

8A

EX.

SEC.

8B

EX.

SEC.

8C

EX.

SEC.

8D

EX.

SEC.

8E

OVERSIZED

PPC

IGC

IGC

COLUMBARIUM

'6'

IGC

GREEN

CO102

32ABMB

ACCESS & LOGISTICS EXPANSION

MAINTENANCE

PUBLIC

RESTROOM - AI2

COLUMBARIUM

'8'

COLUMBARIUM

'7'

YOUNG MEMORIAL DRIVE

IGC

SEPTIC

DRAINFIELDS

TRAD

PPC

BURIAL LEGEND

IN-GROUND CREMAINS

PRE-PLACED CRYPTS

OVERSIZED PRE-PLACED CRYPTS

DIRECT BURIAL TRADITIONAL

COLUMBARIUM COURT

GREEN BURIAL

SITE LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

DELINEATED WETLAND

PROPOSED STORMWATER BASIN

CONSTRUCTION ACCESS ROUTE

IGC

PPC

OVERSIZED

TRAD

COL

GREEN

KEY NOTES

NO ACCESS/ LIMITED ACCESS.

COORDINATE ACCESS TO COMMITTAL SHELTERS SO

ONLY ONE SHELTER IS OUT OF SERVICE AT A TIME.

LIMITED CONSTRUCTION ACCESS FOR DEMOLITION

AND RESTORATION.

SEE IRRIGATION PLANS FOR MAINLINE IRRIGATION

PIPE REPLACEMENT.

CONTRACTOR'S/RE LAY DOWN YARD.

CONSTRUCTION ACCESS GATE AND FENCE WITH

CONSTRUCTION/SAFETY SIGN.

ACCESS FOR ADMINISTRATION BUILDING

CONSTRUCTION.

ACCESS FOR HONOR GUARD CONSTRUCTION.

ADMINISTRATION CONSTRUCTION LAY DOWN AND

STAGING. COORDINATE WITH COMMITTAL SHELTER

REMODEL.

GENERAL NOTES

1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL DURING

CLOSURES. DISCUSS ALL ROAD CLOSURES WITH CEMETERY

STAFF AT LEAST 72 HOURS IN ADVANCE OF CLOSURE.

2. CONTRACTOR REQUIRED TO PROVIDE SAFETY SIGNAGE,

BARRICADES, AND/OR CONSTRUCTION FENCING TO PROTECT

AREAS OF CONSTRUCTION FROM GENERAL PUBLIC ACCESS.

3. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS

OF THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL

REPORT UNLESS DIRECTED OTHERWISE.

4. ALL CONSTRUCTION SHALL COMPLY WITH MOST CURRENT NCA

SPECIFICATIONS UNLESS SPECIFIED OTHERWISE. WHERE

WORK IS NOT COVERED BY NCA SPECIFICATIONS,

CONTRACTOR TO COMPLY WITH 2015 EDITION OF WSDOT

STANDARD CONSTRUCTION SPECIFICATIONS.

5. ALL WORK TO BE PERFORMED IN A LEGAL MANNER AND IN

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

REGULATIONS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO

CONSTRUCTION ACTIVITIES.

7. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND

UTILITIES FOR MINIMAL DISRUPTION.

8. THE LOCATION AND TYPE OF EXISTING UTILITIES SHOWN ON

THE PLANS ARE FOR GENERAL INFORMATION ONLY. THE

INFORMATION IS NOT WARRANTED TO BE ACCURATE OR

COMPLETE. THE CONTRACTOR, IN COOPERATION WITH THE

APPROPRIATE UTILITY COMPANY OR MUNICIPALITY, IS

RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF

ALL UNDERGROUND UTILITIES.

9. LOCATE AND PROTECT EXISTING UTILITIES UNLESS

OTHERWISE NOTED.

10. SUBSTITUTIONS FROM INFORMATION SHOWN HEREON SHALL

BE REVIEWED AND APPROVED BY THE COR.

11. EXISTING STORM SEWER SYSTEM TO REMAIN ACTIVE

THROUGHOUT CONSTRUCTION. CONTRACTOR TO PHASE

CONSTRUCTION ACTIVITIES AND PROVIDE DEWATERING AS

NECESSARY.

12. ALL CONSTRUCTION AREAS, INCLUDING CONTRACTOR

STAGING AREAS, TO BE FENCED OFF WITH TEMPORARY CHAIN

LINK FENCE. TEMPORARY FENCING OR GATES ON PAVED

AREAS SHALL BE ON STANDS.

13. RESTORE ALL DISTURBED AREA TO ITS ORIGINAL CONDITION.

GREEN

AI2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ c_ sit e a cc es s & lo gis tic s.d wg e dit :da mi ng a sa ve d:2 /1/

3:

P M p lot :2/

1/2

4 4 :17

P M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

CO103

33ABMB

ACCESS & LOGISTICS MEMORIAL

WALL

N

SCALE:1

ACCESS & LOGISTICS MEMORIAL WALL

1" = 20' (30" x 42" PAPER SIZE)

0 20' 40'

EXISTING

SECTION 10A

EXISTING

SECTION 7

YO

UNG

M

EM

O

RIAL DRIVE

EXISTING

SECTION 9

CEMETERY PROPERTY

BOUNDARY

EXISTING

MEMORIAL WALL

EXISTING

SEAT WALL

EXISTING

RETAINING WALL

EXISTING

STONE WALL

EXISTING BASALT

VENEER WALL

EXISTING

BENCH

EXISTING

OSSUARY

EXISTING

SITE WALL

NEW MEMORIAL

WALL

NEW

PAVEMENT

VETERANS MEMORIAL DRIVE

6' -0

NEW

TEMPORARY

SIDEWALK

EXISTING

COLUMBARIUM 4

MAINTENANCE AISLE /

CONSTRUCTION ACCESS

(EXISTING CONCRETE WALK)

VETERANS MEMORIAL DRIVE

BURIAL LEGEND

IN-GROUND CREMAINS

PRE-PLACED CRYPTS

OVERSIZED PRE-PLACED CRYPTS

DIRECT BURIAL TRADITIONAL

COLUMBARIUM COURT

GREEN BURIAL

SITE LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

DELINEATED WETLAND

CONSTRUCTION ACCESS ROUTE

IGC

PPC

OVERSIZED

TRAD

COL

GREEN

GENERAL NOTES

1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL DURING

CLOSURES. DISCUSS ALL ROAD CLOSURES WITH CEMETERY

STAFF AT LEAST 72 HOURS IN ADVANCE OF CLOSURE.

2. CONTRACTOR REQUIRED TO PROVIDE SAFETY SIGNAGE,

BARRICADES, AND/OR CONSTRUCTION FENCING TO PROTECT

AREAS OF CONSTRUCTION FROM GENERAL PUBLIC ACCESS.

3. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS

OF THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL

REPORT UNLESS DIRECTED OTHERWISE.

4. ALL CONSTRUCTION SHALL COMPLY WITH MOST CURRENT NCA

SPECIFICATIONS UNLESS SPECIFIED OTHERWISE. WHERE

WORK IS NOT COVERED BY NCA SPECIFICATIONS,

CONTRACTOR TO COMPLY WITH 2015 EDITION OF WSDOT

STANDARD CONSTRUCTION SPECIFICATIONS.

5. ALL WORK TO BE PERFORMED IN A LEGAL MANNER AND IN

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

REGULATIONS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO

CONSTRUCTION ACTIVITIES.

7. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND

UTILITIES FOR MINIMAL DISRUPTION.

8. THE LOCATION AND TYPE OF EXISTING UTILITIES SHOWN ON

THE PLANS ARE FOR GENERAL INFORMATION ONLY. THE

INFORMATION IS NOT WARRANTED TO BE ACCURATE OR

COMPLETE. THE CONTRACTOR, IN COOPERATION WITH THE

APPROPRIATE UTILITY COMPANY OR MUNICIPALITY, IS

RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF

ALL UNDERGROUND UTILITIES.

9. LOCATE AND PROTECT EXISTING UTILITIES UNLESS

OTHERWISE NOTED.

10. SUBSTITUTIONS FROM INFORMATION SHOWN HEREON SHALL

BE REVIEWED AND APPROVED BY THE COR.

11. EXISTING STORM SEWER SYSTEM TO REMAIN ACTIVE

THROUGHOUT CONSTRUCTION. CONTRACTOR TO PHASE

CONSTRUCTION ACTIVITIES AND PROVIDE DEWATERING AS

NECESSARY.

12. ALL CONSTRUCTION AREAS, INCLUDING CONTRACTOR

STAGING AREAS, TO BE FENCED OFF WITH TEMPORARY CHAIN

LINK FENCE. TEMPORARY FENCING OR GATES ON PAVED

AREAS SHALL BE ON STANDS.

13. RESTORE ALL DISTURBED AREA TO IT ORIGINAL CONDITION.

ALL DAMAGED SIDEWALK

TO BE REPLACED IN-KIND.

CHAINLINK

CONST. FENCE

STANDING SEAM METAL ROOFING

HEMLOCK GREEN, MATCH EXIST COMMITTAL SHELTER

1'-6" 1'-6"24'-0"

1' -6

1'

-6

'-0

'-0

AS101

AS101

24'-0"

'-0

STEEL COLUMN,

TYP, PAINT.

LINE OF ROOF ABOVE

STANDING SEAM METAL ROOFING

HEMLOCK GREEN, MATCH EXIST COMMITTAL SHELTER

PRE-FINISHED

METAL FASCIA

STEEL COLUMNS,

PAINT9'

-0

STANDING SEAM METAL ROOFING

HEMLOCK GREEN, MATCH EXIST COMMITTAL SHELTER

9' -0

1. DRAWINGS AND DETAILS FOR TEMPORARY

COMMITTAL SHELTER SERVE AS A BASIS OF

DESIGN.

2. SYSTEMS-ENGINEERED METAL BUILDINGS SHALL

FOLLOW WASHINGTON ADMINISTRATIVE CODE

CHAPTER 296-155-711.

3. TEMPORARY COMMITTAL SHELTER STRUCTURE,

SLAB, FOUNDATION AND FOOTINGS SHALL BE A

DELEGATED DESIGN. CONTRACTOR SHALL

PROCURE DESIGN SERVICES AND CERTIFICATIONS

NECESSARY TO SATISFACTORILY COMPLETE THE

WORK FROM A LICENSED DESIGN PROFESSIONAL.

THE SIGNATURE AND SEAL OF CONTRACTOR'S

DESIGN PROFESSIONAL SHALL APPEAR ON ALL

DRAWINGS, CALCULATIONS, SPECIFICATIONS,

CERTIFICATIONS, SHOP DRAWINGS, AND OTHER

SUBMITTALS RELATED TO THE WORK DESIGNED OR

CERTIFIED BY CONSTRUCTOR'S DESIGN

PROFESSIONAL.

4. SHELTER FABRICATOR/MANUFACTURER SHALL BE

THE DESIGNER OF RECORD.

5. ALL CONSTRUCTION, MATERIALS AND

INSTALLATION SHALL BE IN ACCORDANCE WITH

CURRENT BUILDING CODES AND LAWS. ALL

PARTIES EMPLOYED BY THE MANUFACTURER

RESPONSIBLE FOR DESIGN WORK SHALL BE

QUALIFIED AND LICENSED AS REQUIRED BY THE

JURISDICTION HAVING AUTHORITY OR SHALL

RETAIN QUALIFIED AND LICENSED ENTITIES TO

PERFORM SUCH WORK.

6. ALL MATERIALS TO BE UV/WEATHER RESISTANT.

7. PROVIDE TOTAL ASSEMBLY FROM ONE

FABRICATOR/MANUFACTURER.

8. TRANSPORTATION, ERECTION, REMOVAL, AND SITE

RESTORATION FOLLOWING REMOVAL OF THIS

STRUCTURE SHALL BE INCLUDED IN THE CONTRACT

AND SHALL COMPLY WITH THE REQUIREMENTS OF

THE NATIONAL CEMETERY.

10. FOR ADDITIONAL INFORMATION SEE

SPECIFICATIONS SECTION 13 34 19 METAL

BUILDING SYSTEMS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ a_ tem p c ss .dw g ed it:e ma rkf or t sa ve d:1

/31 /20

:32 A

M p lot

:1/

/20

:37

A M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

AS101

34ABEM

COMMITTAL SERVICE SHELTER

TEMPORARY BUILDING

SCALE:1

TEMPORARY COMMITTAL SERVICE SHELTER - FLOOR PLAN

1/4" = 1'-0" (30" x 42" PLAN SHEET) SCALE:2

TEMPORARY COMMITTAL SERVICE SHELTER - ROOF PLAN

1/4" = 1'-0" (30" x 42" PLAN SHEET)

SCALE:3

TEMPORARY COMMITTAL SERVICE SHELTER - ELEVATION

1/4" = 1'-0" (30" x 42" PLAN SHEET) SCALE:4

TEMPORARY COMMITTAL SERVICE SHELTER - BUILDING SECTION

1/4" = 1'-0" (30" x 42" PLAN SHEET)

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Edward J. Markfort

Date: 02/02/2024

License Number: MN# 54479 34 of 449

1. DRAWINGS AND DETAILS FOR TEMPORARY

COMMITTAL SHELTER SERVE AS A BASIS OF

DESIGN.

2. SYSTEMS-ENGINEERED METAL BUILDINGS SHALL

FOLLOW WASHINGTON ADMINISTRATIVE CODE

CHAPTER 296-155-711.

3. TEMPORARY COMMITTAL SHELTER STRUCTURE,

SLAB, FOUNDATION AND FOOTINGS SHALL BE A

DELEGATED DESIGN. CONTRACTOR SHALL

PROCURE DESIGN SERVICES AND CERTIFICATIONS

NECESSARY TO SATISFACTORILY COMPLETE THE

WORK FROM A LICENSED DESIGN PROFESSIONAL.

THE SIGNATURE AND SEAL OF CONTRACTOR'S

DESIGN PROFESSIONAL SHALL APPEAR ON ALL

DRAWINGS, CALCULATIONS, SPECIFICATIONS,

CERTIFICATIONS, SHOP DRAWINGS, AND OTHER

SUBMITTALS RELATED TO THE WORK DESIGNED OR

CERTIFIED BY CONSTRUCTOR'S DESIGN

PROFESSIONAL.

4. SHELTER FABRICATOR/MANUFACTURER SHALL BE

THE DESIGNER OF RECORD.

5. ALL CONSTRUCTION, MATERIALS AND

INSTALLATION SHALL BE IN ACCORDANCE WITH

CURRENT BUILDING CODES AND LAWS. ALL

PARTIES EMPLOYED BY THE MANUFACTURER

RESPONSIBLE FOR DESIGN WORK SHALL BE

QUALIFIED AND LICENSED AS REQUIRED BY THE

JURISDICTION HAVING AUTHORITY OR SHALL

RETAIN QUALIFIED AND LICENSED ENTITIES TO

PERFORM SUCH WORK.

6. ALL MATERIALS TO BE UV/WEATHER RESISTANT.

7. PROVIDE TOTAL ASSEMBLY FROM ONE

FABRICATOR/MANUFACTURER.

8. TRANSPORTATION, ERECTION, REMOVAL, AND SITE

RESTORATION FOLLOWING REMOVAL OF THIS

STRUCTURE SHALL BE INCLUDED IN THE CONTRACT

AND SHALL COMPLY WITH THE REQUIREMENTS OF

THE NATIONAL CEMETERY.

10. FOR ADDITIONAL INFORMATION SEE

SPECIFICATIONS SECTION 13 34 19 METAL

BUILDING SYSTEMS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ a_ tem p c ss .dw g ed it:e ma rkf or t sa ve d:1

/31 /20

:32 A

M p lot

:1/

/20

:37

A M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

AS102

35EMEM

COMMITTAL SERVICE SHELTER

TEMPORARY BUILDING

REFERENCE DRAWING. PROVIDE DETAIL FOR DELEGATED DESIGN. REFERENCE DRAWING. PROVIDE DETAIL FOR DELEGATED DESIGN. REFERENCE DRAWING. PROVIDE DETAIL FOR DELEGATED DESIGN.

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Edward J. Markfort

License Number: MN# 54479 35 of 449

CONFERENCE

ROOM

OFFICE

DIRECTOR

OFFICE

ASST DIRECTOR

OFFICE

BUDGET ANALYST

TOILET

TOILET

TOILET

TOILET

HAC

OPS

CENTER

OFFICE

FOREMAN

OFFICE

ADMIN

OPEN

OFFICE

DN

DN

DN

OFFICE

M&P ANALYST

(COR)

1. THIS TEMPORARY FACILITY IS DESIGNED FOR USE BY EMPLOYEES AND IS INTENDED FOR USE

BY OR SERVICE TO THE PUBLIC. THE PRIMARY ENTRANCE AND REQUIRED EXITS MUST BE

ACCESSIBLE. ALL FACILITY ELEMENTS INCLUDING FIXTURES, CONTROLS, AND ACCESSORIES,

SHALL BE ACCESSIBLE IN ACCORDANCE WITH REFERENCED ACCESSIBILITY STANDARDS,

ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS 2015.

2. ALL EXTERIOR DOORS TO BE INSULATED 20 GA. HOLLOW METAL DOORS WITH 2'-0” X 2'-0”

SAFETY LAMINATE INSULATING GLASS WITH GLASS BOTTOM AT 43” AFF. ALL EXTERIOR

FRAMES TO BE 18 GA. THERMALLY BROKEN HOLLOW METAL. ALL DOORS SHALL BE 3'-0” X 7'X

0” WITH ACCESSIBLE HARDWARE INCLUDING LEVER HANDLES.

ALL INTERIOR DOORS TO BE PAINTED SOLID CORE WOOD WITH WOOD FRAMES.

3. REQUIRED ACCESSIBLE TOILET SIGNAGE SHALL BE PROVIDED AND SITE INSTALLED BY

CONTRACTOR PRIOR TO OCCUPATION. PORTABLE FIRE EXTINGUISHER SHALL BE PROVIDED

AND INSTALLED BY CONTRACTOR PRIOR TO OCCUPATION WHERE INDICATED ON DRAWINGS.

4. ALL CONSTRUCTION, MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH

CURRENT BUILDING CODES AND LAWS. FACTORY-BUILT HOUSING AND COMMERCIAL

STRUCTURES SHALL FOLLOW WASHINGTON ADMINISTRATIVE CODE CHAPTER 296-150F.

CONTRACTOR SHALL PROCURE DESIGN SERVICES AND CERTIFICATIONS NECESSARY TO

SATISFACTORILY COMPLETE THE WORK FROM A LICENSED DESIGN PROFESSIONAL. THE

SIGNATURE AND SEAL OF CONTRACTOR'S DESIGN PROFESSIONAL SHALL APPEAR ON ALL

DRAWINGS, CALCULATIONS, SPECIFICATIONS, CERTIFICATIONS, SHOP DRAWINGS, AND

OTHER SUBMITTALS RELATED TO THE WORK DESIGNED OR CERTIFIED BY CONSTRUCTOR'S

DESIGN PROFESSIONAL.

5. THE FLOOR PLAN INCLUDES DESIGN INFORMATION FOR THE FACTORY BUILT PORTION OF

THE MODULAR TRAILER STRUCTURE AND PORTIONS OF THE SITE BUILT CONSTRUCTION

INCLUDING RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING BY THE CONTRACTOR.

DELEGATED DESIGN INCLUDING MANUFACTURER SUBMITTAL SHALL COORDINATE AND

CLARIFY DESIGN.

6. PROVIDE STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES.

7. ANY AIR GAPS BETWEEN MODULES AT FLOOR AND CEILING LINES AND ANY OTHER

PENETRATIONS THROUGH THE BUILDING ENVELOPE SHALL BE GASKETED,

WEATHER-STRIPPED, WRAPPED OR OTHERWISE SEALED WITH APPROPRIATE SEALANT TO

LIMIT UNCONTROLLED AIR MOVEMENT

8. TRANSPORTATION, ERECTION AND REMOVAL OF THIS MODULAR TRAILER STRUCTURES IS

INCLUDED IN THE CONTRACT, AS WELL AS USE CHARGES FOR THE TEMPORARY FACILITIES.

ANY TRANSPORTATION AND/OR LIFTING AND PLACING REQUIREMENTS MUST BE EVALUATED

BY TRANSPORTATION AND ERECTION DESIGNER FOR SUITABILITY. TRANSPORTATION OF THE

MODULAR TRAILERS TO AND FROM SITE, INCLUDING ACCEPTABLE CAMPUS ROUTES, SHALL

COMPLY WITH THE REQUIREMENTS OF THE NATIONAL CEMETERY.

9. RODENT PROOFING WILL BE PROVIDED BY THE CONTRACTOR, SITE INSTALLED AND SUBJECT

TO THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION (AHJ).

10. FOR ADDITIONAL INFORMATION SEE SPECIFICATIONS SECTION 01 50 10 TEMPORARY

FACILITIES.

11. HONOR GUARD TRAILER IS EXISTING AND PROPOSED TEMPORARY TRAILERS IN THE

ADMINISTRATION BUILDING SITE AREA SHALL ACCOMMODATE HONOR GUARD ENTRY

ACCESS, ACCESSIBILITY, AND UTILITY CONNECTIONS, U.N.O.

1. OFFICE AND CONFERENCE ROOM FLOOR COVERINGS TO BE CARPET. ALL OTHER SPACES TO HAVE

COMMERCIAL GRADE FLOOR TILE. BASE MATERIAL TO BE 4” CONTINUOUS VINYL COVE.

2. TOILET ROOMS AND HAC WALLS WILL BE WHITE FIBERGLASS REINFORCED PANELS INSTALLED

OVER ½” WATER RESISTANT GYPSUM BOARD. ALL OTHER WALLS TO BE VINYL COVERED ½”

GYPSUM BOARD WITH WRAPPED BATTENS.

3. CEILING TO BE STANDARD 2 X 4 T-GRID AT 8'-0” AFF INSTALLED AT THE FACTORY.

ACT TO BE ACT-1.

4. WOOD DOORS AND FRAMES SHALL BE PAINTED.

1. CONFIRM WITH OWNER, CONTRACTOR TO RELOCATE EXISTING FURNITURE FROM

ADMINISTRATION BUILDING AND INSTALL IN TEMPORARY FACILITIES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ a_ tra ile rs.

dw g ed it:e ma rkf or t sa ve d:1

/25 /20

4:

P

M p lot

:1/

/20

:37

A M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

SCALE:1

TEMPORARY TRAILER - FLOOR PLAN, ADMINISTRATION

NTS

AT101

36ABEM

ADMIN TEMPORARY TRAILER

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Edward J. Markfort

License Number: MN# 54479 36 of 449

DN

DN

LUNCH

ROOM

MENS

LOCKER

WOMENS

LOCKER

HAC

WOMENS

TOILET

MENS

TOILET

105 OFFICE

1. THIS TEMPORARY FACILITY IS DESIGNED FOR USE BY EMPLOYEES AND IS INTENDED FOR USE

BY OR SERVICE TO THE PUBLIC. THE PRIMARY ENTRANCE AND REQUIRED EXITS MUST BE

ACCESSIBLE. ALL FACILITY ELEMENTS INCLUDING FIXTURES, CONTROLS, AND ACCESSORIES,

SHALL BE ACCESSIBLE IN ACCORDANCE WITH REFERENCED ACCESSIBILITY STANDARDS,

ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS 2015.

2. ALL EXTERIOR DOORS TO BE INSULATED 20 GA. HOLLOW METAL DOORS WITH 2'-0” X 2'-0”

SAFETY LAMINATE INSULATING GLASS WITH GLASS BOTTOM AT 43” AFF. ALL EXTERIOR

FRAMES TO BE 18 GA. THERMALLY BROKEN HOLLOW METAL. ALL DOORS SHALL BE 3'-0” X 7'X

0” WITH ACCESSIBLE HARDWARE INCLUDING LEVER HANDLES.

ALL INTERIOR DOORS TO BE PAINTED SOLID CORE WOOD WITH WOOD FRAMES.

3. REQUIRED ACCESSIBLE TOILET SIGNAGE SHALL BE PROVIDED AND SITE INSTALLED BY

CONTRACTOR PRIOR TO OCCUPATION. PORTABLE FIRE EXTINGUISHER SHALL BE PROVIDED

AND INSTALLED BY CONTRACTOR PRIOR TO OCCUPATION WHERE INDICATED ON DRAWINGS.

4. ALL CONSTRUCTION, MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH

CURRENT BUILDING CODES AND LAWS. FACTORY-BUILT HOUSING AND COMMERCIAL

STRUCTURES SHALL FOLLOW WASHINGTON ADMINISTRATIVE CODE CHAPTER 296-150F.

CONTRACTOR SHALL PROCURE DESIGN SERVICES AND CERTIFICATIONS NECESSARY TO

SATISFACTORILY COMPLETE THE WORK FROM A LICENSED DESIGN PROFESSIONAL. THE

SIGNATURE AND SEAL OF CONTRACTOR'S DESIGN PROFESSIONAL SHALL APPEAR ON ALL

DRAWINGS, CALCULATIONS, SPECIFICATIONS, CERTIFICATIONS, SHOP DRAWINGS, AND

OTHER SUBMITTALS RELATED TO THE WORK DESIGNED OR CERTIFIED BY CONSTRUCTOR'S

DESIGN PROFESSIONAL.

5. THE FLOOR PLAN INCLUDES DESIGN INFORMATION FOR THE FACTORY BUILT PORTION OF

THE MODULAR TRAILER STRUCTURE AND PORTIONS OF THE SITE BUILT CONSTRUCTION

INCLUDING RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING BY THE CONTRACTOR.

DELEGATED DESIGN INCLUDING MANUFACTURER SUBMITTAL SHALL COORDINATE AND

CLARIFY DESIGN.

6. PROVIDE STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES.

7. ANY AIR GAPS BETWEEN MODULES AT FLOOR AND CEILING LINES AND ANY OTHER

PENETRATIONS THROUGH THE BUILDING ENVELOPE SHALL BE GASKETED,

WEATHER-STRIPPED, WRAPPED OR OTHERWISE SEALED WITH APPROPRIATE SEALANT TO

LIMIT UNCONTROLLED AIR MOVEMENT

8. TRANSPORTATION, ERECTION AND REMOVAL OF THIS MODULAR TRAILER STRUCTURES IS

INCLUDED IN THE CONTRACT, AS WELL AS USE CHARGES FOR THE TEMPORARY FACILITIES.

ANY TRANSPORTATION AND/OR LIFTING AND PLACING REQUIREMENTS MUST BE EVALUATED

BY TRANSPORTATION AND ERECTION DESIGNER FOR SUITABILITY. TRANSPORTATION OF THE

MODULAR TRAILERS TO AND FROM SITE, INCLUDING ACCEPTABLE CAMPUS ROUTES, SHALL

COMPLY WITH THE REQUIREMENTS OF THE NATIONAL CEMETERY.

9. RODENT PROOFING WILL BE PROVIDED BY THE CONTRACTOR, SITE INSTALLED AND SUBJECT

TO THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION (AHJ).

10. FOR ADDITIONAL INFORMATION SEE SPECIFICATIONS SECTION 01 50 10 TEMPORARY

FACILITIES.

11. HONOR GUARD TRAILER IS EXISTING AND PROPOSED TEMPORARY TRAILERS IN THE

ADMINISTRATION BUILDING SITE AREA SHALL ACCOMMODATE HONOR GUARD ENTRY

ACCESS, ACCESSIBILITY, AND UTILITY CONNECTIONS, U.N.O.

1. OFFICE AND CONFERENCE ROOM FLOOR COVERINGS TO BE CARPET. ALL OTHER SPACES TO HAVE

COMMERCIAL GRADE FLOOR TILE. BASE MATERIAL TO BE 4” CONTINUOUS VINYL COVE.

2. TOILET ROOMS AND HAC WALLS WILL BE WHITE FIBERGLASS REINFORCED PANELS INSTALLED

OVER ½” WATER RESISTANT GYPSUM BOARD. ALL OTHER WALLS TO BE VINYL COVERED ½”

GYPSUM BOARD WITH WRAPPED BATTENS.

3. CEILING TO BE STANDARD 2 X 4 T-GRID AT 8'-0” AFF INSTALLED AT THE FACTORY.

ACT TO BE ACT-1.

4. WOOD DOORS AND FRAMES SHALL BE PAINTED.

1. CONFIRM WITH OWNER, CONTRACTOR TO SALVAGE LOCKERS FROM EXISTING MAINTENANCE

BUILDING LOCKEROOMS AND INSTALL IN TEMPORARY FACILITIES ON SITE. CONTRACTOR TO

RELOCATE EXISTING TABLES, CHAIRS, MICROWAVES, AND REFRIGERATORS FROM EXISTING

MAINTENANCE BUILDING LUNCHROOM AND INSTALL IN TEMPORARY FACILITIES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ a_ tra ile rs.

dw g ed it:e ma rkf or t sa ve d:1

/25 /20

4:

P

M p lot

:1/

/20

:37

A M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISS…