S02 FT LOGAN NC PHASE 1A-ALT3 - 2023 02 10(1 of 2).pdf

© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS

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QUINCY AVENUE

OXFORD AVENUE

MARSTON LAKE

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FORT LOGAN

NATIONAL CEMETERY

LOGAN BOULEVARD

© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS

DENVER DRIVE

OMAHA DRIVE

COLORADO STREET

NEW MEXICO STREET

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NORTH

VICINITY MAP LOCATION MAP

CONSULTANTS SITE DATA

CALIBRE ENGINEERING, INC. AQUA ENGINEERING APOGEE CONSULTING

SURVEY SYSTEMSFOURFRONT OCMI TERRACON CONSULTANTS

DEPARTMENT OF VETERANS AFFAIRS

FORT LOGAN NATIONAL CEMETERY

PHASE 1 DEVELOPMENT ON NEW LAND

VA PROJECT NO. 888-043

NORTH

JACOBS FORT LOGAN NATIONAL CEMETERYW.W. WHEELER & ASSOCIATES

INTERMENT SUMMARY

SECTION BURIAL TYPE CRYPTS

86 IN-GROUND CREMAINS 1,073

87 IN-GROUND CREMAINS 1,559

88 IN-GROUND CREMAINS 1,560

89 IN-GROUND CREMAINS 1,052

90 IN-GROUND CREMAINS 1,422

91 IN-GROUND CREMAINS 1,287

92 IN-GROUND CREMAINS 1,524

93 IN-GROUND CREMAINS 1,046

94 IN-GROUND CREMAINS 1,050

95 IN-GROUND CREMAINS 788

96 IN-GROUND CREMAINS 1,543

98 IN-GROUND CREMAINS 1,098

99 IN-GROUND CREMAINS 1,242

100 IN-GROUND CREMAINS 1,104

101 IN-GROUND CREMAINS 1,035

102 IN-GROUND CREMAINS 1,311

TOTAL IN-GROUND CREMAINS 19,694

97 OVERSIZED PPC 672

103 PPC 1,380

104 PPC 2,897

105 PPC 1,484

109 PPC 1,859

TOTAL PPC 7,620

COURT 4 COLUMBARIA 5,160

COURT 5 COLUMBARIA 5,400

TOTAL COLUMBARIA 10,560

TOTAL INTERMENT 38,546

OF

COVER SHEET

ETG RLB

G-001 1 54

H2B, INC

BASIS OF BEARINGS:

BENCHMARK:

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of Construction and Facilities Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

DENVER, COLORADO

888-043

FORT LOGAN

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

Jacobs Bill Romzick

(989) 745-1048

Architect:

Fourfront James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

MEP, Fire, Landscape RCDD:

APOGEE Consulting Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems Matt Nichols

(303) 419-6343

Environmental & Geotechnical Engineering:

Terracon Consultants Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

PHASE 1A DEVELOPMENT ON NEW LAND

PRELIMINARY

NOT FOR CONSTRUCTION

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Structural Engineer:

H2B, Inc Tod Henning

(713) 864-2910

PHASE 1A - ALTERNATE 3 BID DOCUMENTS

ABBREVIATION LEGEND

1-800-922-1987

11 / 03 / 202201 / 31 / 2023

BRIAN STEPHENS-HOTOPP

02 / 10 / 2023

OF

SHEET INDEX

ETG JDS

G-002 2 54

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of Construction and Facilities Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

DENVER, COLORADO

888-043

FORT LOGAN

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

Jacobs Bill Romzick

(989) 745-1048

Architect:

Fourfront James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

MEP, Fire, Landscape RCDD:

APOGEE Consulting Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems Matt Nichols

(303) 419-6343

Environmental & Geotechnical Engineering:

Terracon Consultants Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

PHASE 1A DEVELOPMENT ON NEW LAND

PRELIMINARY

NOT FOR CONSTRUCTION

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Structural Engineer:

H2B, Inc Tod Henning

(713) 864-2910

PHASE 1A - ALTERNATE 3 BID DOCUMENTS

PHASE 1A - ALTERNATE 3

11 / 03 / 202201 / 31 / 202302 / 10 / 2023

S

THIS LINEWORK WAS GIVENT TO US FROM SURVEY SYSTEMSLINES ARE NOT CONNECTED. WHAT YOU SEE IS WHAT YOU GET

C.P.C.P.C.P.

M

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M

M

M

M

M

M

M

M

M

M

M

M

M

G R

A V

E L

A C

C E

S S

R O

A D

COMMITTAL A

PARKING

COMMITTAL SHELTER C

W

ROAD B

R O

A D

A

RO

AD

B

D E

N V

E R

S T

CEMETERY

BOUNDARY

PROJECT

BOUNDARY

PROJECT

BOUNDARY

PROJECT

BOUNDARY

EXISTING

STOCKPILE

MAIN CONSTRUCTION

ACCESS

P.I.C.

BUILDING

ROAD B

ROAD A

ROAD B

R O

A D

B

RO

AD

B

R O

A D

A G R

A V

E L

A C

C E

S S

R O

A D

ACCESS ROAD

OKLAHOMA ST

D

EN

V

ER

D R

DENVER DR

D E

N V

E R

D R

OMAHA DR

O M

A H

A D

R

LOGAN BLVD

L O

G A

N B

LV

D

MONTANA ST

DENVER DRDENVER DR

UTAH ST

MEMORIAL

LAKE

COLORADO ST

COLORADO ST

COLORADO ST

NEW MEXICO ST

S . S

H E

R

ID

A N

B

LV

D

KENYON AVE

S . S

H E

R

ID

A N

B

LV

D

VETERANS

LAKE

GRAVEL ACCESS ROAD

OMAHA DR

U T

A H

S T

R E

E T

W Y

O M

IN

G

S T

R E

E T

K A

N S

A S

S T

R E

E T

COMMITTAL B

PARKING

COMMITTAL C

PARKING

PROJECT

BOUNDARY

PHASE 1

BOUNDARY LINE

NEBRASKA ST

MAINTENANCE

BUILDING

EXISTING

BUILDING

TEMP P.I.C

TRAILER

TEMP

RESTROOMS

TEMPORARY MATERIAL

STORAGE YARD

EX

COLUMBARIA

COURTS

COLUMBARIA

WALL

W Y

O M

IN

G

ST

K A

N S

A S

S T

LOGAN BLVD

COLUMBARIA

WALL

PERMANENT MATERIAL

STORAGE YARD

COLUMBARIA

COURT (NEW)

EX DETENTION POND

(SOUTH POND)

EXISTING ACCESS TO REMAIN

OPEN UNTIL ROAD B CONSTRUCTION

IS COMPLETE

QUINCY AVE

MAINTENANCE

BUILDING

KENYON AVE

COMMITTAL

SHELTER B

COMMITTAL

SHELTER A

PHASE 1A - ALTERNATE 3

MAINTENANCE BUILDING

PHASE 1A - ALTERNATE 3

SATELLITE MAINTENANCE BUILDING

NORTH

OF

CONSTRUCTION ACCESS PLAN

ETG RLB

G-006 3 54

KEYMAP

1-800-922-1987

LEGEND

NOTES:

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of Construction and Facilities Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

DENVER, COLORADO

888-043

FORT LOGAN

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

Jacobs Bill Romzick

(989) 745-1048

Architect:

Fourfront James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

MEP, Fire, Landscape RCDD:

APOGEE Consulting Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems Matt Nichols

(303) 419-6343

Environmental & Geotechnical Engineering:

Terracon Consultants Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

PHASE 1A DEVELOPMENT ON NEW LAND

PRELIMINARY

NOT FOR CONSTRUCTION

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Structural Engineer:

H2B, Inc Tod Henning

(713) 864-2910

PHASE 1A - ALTERNATE 3 BID DOCUMENTS

L O

G A

N B

LV

D

COMMITAL

SHELTER A

COMMITAL A

PARKING

OMAHA DR

COMMITAL

SHELTER B

COMMITAL B

PARKING

SECTION 10

DENVER DR

D

EN

V

ER

D R

COMMITAL

SHELTER C

COMMITAL C

PARKING

S . S

H E

R

ID

A N

B

LV

D

LOGAN BLVD

MAIN ENTRANCE

FORT LOGAN

NATIONAL

CEMETARY

L O

G A

N B

LV

D

COMMITAL

SHELTER A

COMMITAL A

PARKING

OMAHA DR

COMMITAL

SHELTER B

COMMITAL B

PARKING

DENVER DR

D

EN

V

ER

D R

COMMITAL

SHELTER C

COMMITAL C

PARKING

S . S

H E

R

ID

A N

B

LV

D

LOGAN BLVD

MAIN ENTRANCE

FORT LOGAN

NATIONAL

CEMETARY

EXPANSION JOINT LENGTH = 100 L.F.

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of Construction and Facilities Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

DENVER, COLORADO

888-043

FORT LOGAN

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

Jacobs Bill Romzick

(989) 745-1048

Architect:

Fourfront James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

MEP, Fire, Landscape RCDD:

APOGEE Consulting Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems Matt Nichols

(303) 419-6343

Environmental & Geotechnical Engineering:

Terracon Consultants Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

PHASE 1A DEVELOPMENT ON NEW LAND

PRELIMINARY

NOT FOR CONSTRUCTION

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Structural Engineer:

H2B, Inc Tod Henning

(713) 864-2910

PHASE 1A - ALTERNATE 3 BID DOCUMENTS

OF

FACILITY CONDITIONS ASSESSMENT

CIVIL REPAIR

ETG RLB

CS211

4 54

NORTH

COMMITTAL SHELTERS

FORT LOGAN NATIONAL CEMETARY

MAIN ENTRY

MAIN ENTRANCE STUCCO REPAIR

FCA ID NO 236326

COMMITTAL SHELTER A

FCA ID NO 347314

COMMITTAL SHELTER B

FCA ID NO 347325

COMMITTAL SHELTER C

FCA ID NO 347336

LEGEND

KEYMAP

1-800-922-1987

COMMITTAL SHELTERS A, B, & C EXPANSION JOINT REPAIR

L O

G A

N B

LV

D

DENVER DR

OMAHA DR

OMAHA DR

L O

G A

N B

LV

D

DENVER DR

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of Construction and Facilities Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

DENVER, COLORADO

888-043

FORT LOGAN

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

Jacobs Bill Romzick

(989) 745-1048

Architect:

Fourfront James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

MEP, Fire, Landscape RCDD:

APOGEE Consulting Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems Matt Nichols

(303) 419-6343

Environmental & Geotechnical Engineering:

Terracon Consultants Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

PHASE 1A DEVELOPMENT ON NEW LAND

PRELIMINARY

NOT FOR CONSTRUCTION

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Structural Engineer:

H2B, Inc Tod Henning

(713) 864-2910

PHASE 1A - ALTERNATE 3 BID DOCUMENTS

OF

FACILITY CONDITIONS ASSESSMENT

CIVIL REPAIR

ETG RLB

CS212

5 54

NORTH

COLUMBARIUM 1

COLUMBARIUM 1

FCA ID NO 388084

COLUMBARIUM 3

FCA ID NO 388087

COLUMBARIUM 3

LEGEND

KEYMAP

1-800-922-1987

COLUMBARIUM 1 COURT B COLUMBARIUM 1 COURT D COLUMBARIUM 3 COURT B

COLUMBARIUM 3 ENTRY

FCA ID NO 388088

PHASE 1A ALTERNATE 3 BID DOCUMENTS

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of

Construction and Facilities

Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

Calibre

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

Jacobs

Bill Romzick

(989) 745-1048

Architect:

Fourfront

James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering

Bob Beccard

(970) 372-6104

MEP, Fire, Landscape RCDD:

APOGEE Consulting

Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems

Matt Nichols

(303) 419-6343

Environmental & Geotechnical Engineering:

Terracon Consultants

Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

PHASE 1A DEVELOPMENT ON NEW LAND

PRELIMINARY

NOT FOR CONSTRUCTION

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Structural Engineer:

H2B, Inc

Tod Henning

(713) 864-2910

1-800-922-1987

3"

1 5

HARDSCAPE DETAILS

WC

01 / 31 / 202302 / 10 / 2023

AR

K A

N S

A S

S T

W Y

O M

IN

G

S T

LOGAN BLVD

VETERANS LAKE

N.W.S. 5429.85

P.I.C.

BUILDING

NORTH

OF

SIGNAGE AND STRIPING

PIC BUILDING

ETG RLB

CP211

7 54

LEGEND

KEYMAP

ENGINEER NOTES:

1-800-922-1987

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of Construction and Facilities Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

DENVER, COLORADO

888-043

FORT LOGAN

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

Jacobs Bill Romzick

(989) 745-1048

Architect:

Fourfront James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

MEP, Fire, Landscape RCDD:

APOGEE Consulting Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems Matt Nichols

(303) 419-6343

Environmental & Geotechnical Engineering:

Terracon Consultants Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

PHASE 1A DEVELOPMENT ON NEW LAND

PRELIMINARY

NOT FOR CONSTRUCTION

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Structural Engineer:

H2B, Inc Tod Henning

(713) 864-2910

PHASE 1A - ALTERNATE 3 BID DOCUMENTS

FOR INFORMATION ONLY - PARKING AREA IMPROVEMENTS

TO BE A PART OF PHASE 1A - ALTERNATE 1 BID WORK

MD

AD1023

AD102

AD102

AD102

02-09

02-09

02-09

02-09 02-09

02-09

02-09

02-05

02-05

02-0502-05

02-05

02-05

02-0502-0502-05

AD102

AD1024

AD102 6

WASH BAY

MB-102

SERVICE BAY

MB-103

SERVICE BAY

MB-104

PARTS & TOOLS

MB-105

HALL

MB-107

VESTIBULE

MB-109

INSECTICIDES

MB-108

MAINTENANCE

OFFICE

BOOT WASH

MECHANICAL

MB-116

ELECTRICAL

MB-117

WOMEN

MB-118

MEN

MB-120

BOOT WASH

FOREMAN'S

OFFICE

LUNCH ROOM

KITCHENETTE

MEN'S SHOWER

MB-121

MULTI-PURPOSE

ROOM

DIRECTOR

MEN

WOMEN

GENERAL OFFICE

OFFICE

OFFICE

VESTIBULE

OPERATIONS

02-43

AS102

AS102

AD102

AD102

CONFERENCE

ROOM

OPS / TRAIN

ASSISTANT

DIRECTOR

GENERAL

FOREMAN

PUBLIC

RESTROOM

MECHANICAL

HALL

RECEPTION

E101

7' - 6"

8' - 6"

9' - 0"

10' - 0"9' - 0"

8' - 0" 8' - 0"

8' - 0"7' - 6"

02-78

02-8002-7802-78

02-78

02-78

02-7802-78

02-78

02-78

02-79

02-78

02-78

02-78

02-78

02-7802-78

02-78

02-80

02-80

NOT IN SCOPE OF WORK

PREVIOUSLY COMPLETED ADDITION

02-80

02-80

AD103 1

AD103

AD103 3

AD103

AD103

AD1037

AD1038

AD1039

AD10310

AD103

AD103

AD103

AD103

AD103

AD103

AD103 20

AD103

AD103

AD103

AD103

AD103

AD103

ABOVE ABOVE

AD103

ABOVE

AD103

AD103 15

AD103

AD103

AD103

1. SHEET SIZE FOR PROPER SCALE IS 30X42

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS

FROM THE ARCHITECT.

2. EXISTING WALL SHADED FOR CLARITY.

ITEMS TO BE DEMOLISHED. SEE

KEYNOTES.

EXISTING STRUCTURE WITHIN

PROJECT LIMITS TO REMAIN.

EXISTING 2'X2' ACT CEILING TILES

TO BE REMOVED. EXISTING GRID

SYSTEM TO REMAIN

CEILING LEGEND:

EXISTING GYPSUM BOARD

CEILING/SOFFIT TO REMAIN UNLESS

NOTED OTHERWISE

EXISTING 2'X2' ACT CEILING

SYSTEM TO REMAIN

EXISTING WOOD SOFFIT TO BE

REMOVED

EXISTING LIGHT FIXTURE TO

REMAIN

EXISTING LIGHT FIXTURE TO BE

REMOVED

EXISTING LIGHT FIXTURE TO

REMAIN

DIMMABLE DOWN LIGHT

HVAC SUPPLY

HVAC EXHAUST

EXISTING LIGHT FIXTURE TO BE

REMOVED

EXISTING LIGHT FIXTURE TO BE

REMOVED

EXISTING LIGHT FIXTURE TO BE

REMOVED

SHEET SPECIFIC NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR

TO FIELD VISIT THE PROJECT AND VERIFY

EXISTING CONDITIONS/DIMENSIONS AND

PROPOSED CONDITIONS. COORDINATE

DEMOLITION BETWEEN ALL TRADES. NOTIFY A/E

IMMEDIATELY OF ANY CONFLICTS OR

DISCREPANCIES.

2. THE DEMOLITION PLAN INDICATES GENERAL

INFORMATION AND INTENT. THE CONTRACTOR

SHALL COORDINATE DEMOLITION WITH NEW

CONSTRUCTION TO ENSURE QUALITY OF FINAL

PRODUCT.

3. DASHED BOLD LINES INDICATE EXTENT OF

DEMOLITION INCLUDING THE FOLLOWING:

INTERIOR PARTITIONS (REMOVE TO

STRUCTURE); CEILINGS, INCLUDING CEILING

SUSPENSION SYSTEM, MISC. STEEL SUPPORTS

FOR SUSPENDED EQUIPMENT, SUSPENDED

EQUIPMENT, LIGHT FIXTURES, DIFFUSERS AND

GRILLES ETC.; FLOOR FINISHES (TO CONCRETE)

INCLUDING CARPET, RESILIENT TILE, SHEET

VINYL, CERAMIC TILE ETC; DOORS AND FRAMES

UNLESS NOTED OTHERWISE; CMU BLOCK/BRICK

AND BACKUP WALL SYSTEM; CABINET WORK,

SHELVING, BASES; TOILET PARTITIONS AND

ACCESSORIES; EQUIPMENT ITEMS; PLUMBING

FIXTURES.

4. REFER TO PHASING SHEET FOR PROJECT

PHASING AND SEQUENCE OF WORK. ALL

DEMOLITION AND REMODEL WORK MUST BE

CLOSELY COORDINATED WITH THE COR.

5. THE GENERAL CONTRACTOR SHALL INSPECT

AND FIELD VERIFY EXISTING CONDITIONS PRIOR

TO COMMENCING WORK, INCLUDING ELEMENTS

SUBJECT TO DAMAGE OR MOVEMENT DURING

DEMOLITION, CUTTING OR PATCHING.

6. MATERIAL PRODUCT FROM DEMOLITION SHALL

BECOME THE PROPERTY AND RESPONSIBILITY

OF THE CONTRACTOR WITH THE EXCEPTION OF

SPECIFIED ITEMS DESIGNATED EITHER IN THE

PLANS OR VERBALLY REQUESTED BY THE (COR)

TO BE RETAINED BY THE VA.

7. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS

IS THE RESPONSIBILITY OF THE CONTRACTOR

AND SHALL BE DISPOSED OF LAWFULLY.

8. DEMOLITION MATERIALS SHALL BE REMOVED

FROM SITE ON A DAILY BASIS. COORDINATE

WITH THE COR THE IDENTIFICATION AND

TRANSFER OF ANY ITEMS THAT NEED TO BE

SALVAGED.

9. UPON ENCOUNTERING UNFORESEEN

CONDITIONS DURING REMODEL WORK, THE

CONTRACTOR SHALL NOTIFY THE (COR)

BEFORE PROCEEDING.

10. THE CONTRACTOR SHALL PROTECT EXISTING

CONSTRUCTION TO REMAIN. DAMAGE TO

EXISTING CONSTRUCTION SHALL BE REPAIRED

TO EXISTING OR BETTER CONDITION.

11. ERECT AND MAINTAIN TEMPORARY PARTITIONS

AND ENCLOSURES FOR EXTERIOR OPENINGS TO

PREVENT THE TRANSMISSION OF DUST, ODOR,

AND NOISE AND MAINTAIN WEATHER TIGHT

CONDITIONS.

12. PROVIDE TEMPORARY MECHANICAL EXHAUST

SYSTEMS TO MAINTAIN A NEGATIVE PRESSURE

WITHIN DEMOLITION ZONES.

13. AT INTERSECTIONS OF REMOVED WALLS WITH

WALL TO REMAIN, REPAIR REMAINING WALLS TO

MATCH ADJACENT FINISHED WALLS OR BETTER.

14. CONTRACTOR SHALL PROVIDE TEMPORARY

SEAL AT ALL DOOR AND WALL OPENINGS AT

PERIMETER WALLS DURING DEMOLITION WORK

TO PROTECT ADJACENT AREAS FROM DUST

INTRUSION.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR

MOVING ALL FURNISHINGS AND NON

PERMANENTLY ATTACHED EQUIPMENT

PRIOR TO COMMENCEMENT OF DEMOLITION.

CONTRACTOR SHALL COORDINATE WITH COR

ON LOCATION OF STORED FURNISHINGS.

16. CONTRACTOR SHALL PROTECT ADJACENT

ROOMS FROM DAMAGE DURING

CONSTRUCTION.RESTORE ALL DAMAGE TO

ORIGINAL CONDITION.

17. DEMOLITION PLANS SHOW EXISTING ROOM

NAMES AND NUMBERS. ALL OTHER DRAWINGS

SHOW NEW ROOM NAMES AND NUMBERS.

18. MECHANICAL, ELECTRICAL, AND PLUMBING

ITEMS SHOWN ON THIS DRAWING ARE FOR

REFRENCE ONLY. REFER TO MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS FOR

SCOPE OF WORK.

LUNCH ROOM

MEN'S SHOWER

MB-121

OPERATIONS

GENERAL OFFICE

WOMEN

MEN

02-20

RECEPTION

E101

OFFICE

OFFICE

VESTIBULE

02-90

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

DRAWN CHECKEDDATE

LOCATION

DRAWING TITLE

ARCHITECT / ENGINEER OF RECORD:

MARK

A

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

OF

Cemetery Expertise:

Jacobs Bill Romzick

(989) 745-1048

Office of

Department of Veterans Affairs

APPROVED

SEAL:DESIGN CONSULTANTS:

Architect:

Fourfront James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Enviromental & Geotechnical Engineering:

Terracon Consultants Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

MEP, Fire, Landscape RCDD:

APOGEE Consulting Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems Matt Nichols

(303) 419-6343

DESCRIPTION DATE

Construction and Facilities

Management r

Construction Management Civil Engineering Surveying

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Calibre Engineering, Inc.

Calib e Structural Engineer:

H2B, Inc Tod Henning

(713) 864-2910

/1 /2

:1

:0

A

M

11-21-2022

BUILDING 1301 -

ADMIN./MAINTENANCE -

DEMOLITION CEILING PLAN

AD100

PHASE 1 DEVELOPMENT ON NEW LAND

JGC JWL

DENVER, COLORADO

FORT LOGAN

NATIONAL CEMETERY

PHASE 1A - ALTERNATE 3 BID DOCUMENTS

888-043

PRELIMINARY

NOT FOR CONSTRUCTION

8 54

KEYNOTES:

02-05 REMOVE EXISTING WOOD SOFFIT.

02-09 REMOVE EXISTING ACT CEILING PANELS.

METAL GRID SYSTEM TO REMAIN.

02-20 REMOVE EXISTING DOOR AND FRAME, TYPICAL.

02-43 REMOVE DAMAGED INSULATION IN CEILING.

02-78 REMOVE EXISTING CEILING LIGHTS. SEE

ELECTRICAL FOR ADDITIONAL INFORMATION

AND SPECIFIC LIGHT FIXTURES TO BE REMOVE.

02-79 REMOVE EXISTING HVAC EQUIPMENT AND

DUCTWORK.

02-80 REMOVE/REINSTALL EXISTING LIGHT FIXTURE.

02-90 REMOVE EXISTING STOREFRONT DOOR AND

WINDOW.

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

BUILDING 1301 - ADMIN./MAINTENANCE - DEMOLITION CEILING PLAN

ARCHITECT'S NOTES:

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

BUILDING 1301 - ADMIN./MAINTENANCE - DEMOLITION PLAN

NORTH

NORTH

AD102

AD102

AD102

4" / 12"

4" / 12"

8" / 12" 4

8" / 12"

8" / 12"

4" / 12"

02-06

02-06

02-06

02-06

AD102

AD1024

AD102 6

02-06

02-06 02-06

02-06

02-06

02-06 02-06

02-06

02-06

02-06

02-06

02-06

AS102

AS102

AD102

AD102

DS

DS

DS

DS

DS

DSDSDSDS

DS

DS

DS

DS

NOT IN SCOPE OF WORK

PREVIOUSLY COMPLETED ADDITION

02-06

02-06

02-06

02-06

02-06

02-07

02-07

02-07

02-06

02-0602-0602-06

02-06

02-07 02-07 02-07 02-07

02-07

02-07

02-07

02-06

02-07

02-07

02-84

/3

02-07

AD103 1

AD103

AD103 3

AD103

AD103

AD1037

AD1038

AD1039

AD10310

AD103

AD103

AD103

AD103

AD103

AD103

AD103 20

AD103

AD103

AD103

AD103

AD103

AD103

ABOVE ABOVE

AD103

AD103

ABOVE

AD103 15

AD101

AD101

AD101

AD101

AD101

ITEMS TO BE DEMOLISHED. SEE

KEYNOTES.

EXISTING SHINGLE ROOF TO

REMAIN UNLESS NOTED

OTHERWISE.

ROOF LEGEND:

8" / 12"

EXISTING ROOF SLOPE

DS REMOVE EXISTING DOWNSPOUT

REMOVE EXISTING

EIFS/STUCCO FINISH

REMOVE EXISTING FACIA

BOARD

REMOVE/REPLACE METAL

GUTTER

REMOVE EXISTING METAL

DRIP EDGE FLASHING

EXISTING SHINGLE

ROOF TO REMAIN

1. SHEET SIZE FOR PROPER SCALE IS 30X42

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS

FROM THE ARCHITECT.

2. EXISTING WALL SHADED FOR CLARITY.

SHEET SPECIFIC NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR

TO FIELD VISIT THE PROJECT AND VERIFY

EXISTING CONDITIONS/DIMENSIONS AND

PROPOSED CONDITIONS. COORDINATE

DEMOLITION BETWEEN ALL TRADES. NOTIFY A/E

IMMEDIATELY OF ANY CONFLICTS OR

DISCREPANCIES.

2. THE DEMOLITION PLAN INDICATES GENERAL

INFORMATION AND INTENT. THE CONTRACTOR

SHALL COORDINATE DEMOLITION WITH NEW

CONSTRUCTION TO ENSURE QUALITY OF FINAL

PRODUCT.

3. DASHED BOLD LINES INDICATE EXTENT OF

DEMOLITION INCLUDING THE FOLLOWING:

INTERIOR PARTITIONS (REMOVE TO

STRUCTURE); CEILINGS, INCLUDING CEILING

SUSPENSION SYSTEM, MISC. STEEL SUPPORTS

FOR SUSPENDED EQUIPMENT, SUSPENDED

EQUIPMENT, LIGHT FIXTURES, DIFFUSERS AND

GRILLES ETC.; FLOOR FINISHES (TO CONCRETE)

INCLUDING CARPET, RESILIENT TILE, SHEET

VINYL, CERAMIC TILE ETC; DOORS AND FRAMES

UNLESS NOTED OTHERWISE; CMU BLOCK/BRICK

AND BACKUP WALL SYSTEM; CABINET WORK,

SHELVING, BASES; TOILET PARTITIONS AND

ACCESSORIES; EQUIPMENT ITEMS; PLUMBING

FIXTURES.

4. REFER TO PHASING SHEET FOR PROJECT

PHASING AND SEQUENCE OF WORK. ALL

DEMOLITION AND REMODEL WORK MUST BE

CLOSELY COORDINATED WITH THE COR.

5. THE GENERAL CONTRACTOR SHALL INSPECT

AND FIELD VERIFY EXISTING CONDITIONS PRIOR

TO COMMENCING WORK, INCLUDING ELEMENTS

SUBJECT TO DAMAGE OR MOVEMENT DURING

DEMOLITION, CUTTING OR PATCHING.

6. MATERIAL PRODUCT FROM DEMOLITION SHALL

BECOME THE PROPERTY AND RESPONSIBILITY

OF THE CONTRACTOR WITH THE EXCEPTION OF

SPECIFIED ITEMS DESIGNATED EITHER IN THE

PLANS OR VERBALLY REQUESTED BY THE (COR)

TO BE RETAINED BY THE VA.

7. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS

IS THE RESPONSIBILITY OF THE CONTRACTOR

AND SHALL BE DISPOSED OF LAWFULLY.

8. DEMOLITION MATERIALS SHALL BE REMOVED

FROM SITE ON A DAILY BASIS. COORDINATE

WITH THE COR THE IDENTIFICATION AND

TRANSFER OF ANY ITEMS THAT NEED TO BE

SALVAGED.

9. UPON ENCOUNTERING UNFORESEEN

CONDITIONS DURING REMODEL WORK, THE

CONTRACTOR SHALL NOTIFY THE (COR)

BEFORE PROCEEDING.

10. THE CONTRACTOR SHALL PROTECT EXISTING

CONSTRUCTION TO REMAIN. DAMAGE TO

EXISTING CONSTRUCTION SHALL BE REPAIRED

TO EXISTING OR BETTER CONDITION.

11. ERECT AND MAINTAIN TEMPORARY PARTITIONS

AND ENCLOSURES FOR EXTERIOR OPENINGS TO

PREVENT THE TRANSMISSION OF DUST, ODOR,

AND NOISE AND MAINTAIN WEATHER TIGHT

CONDITIONS.

12. PROVIDE TEMPORARY MECHANICAL EXHAUST

SYSTEMS TO MAINTAIN A NEGATIVE PRESSURE

WITHIN DEMOLITION ZONES.

13. AT INTERSECTIONS OF REMOVED WALLS WITH

WALL TO REMAIN, REPAIR REMAINING WALLS TO

MATCH ADJACENT FINISHED WALLS OR BETTER.

14. CONTRACTOR SHALL PROVIDE TEMPORARY

SEAL AT ALL DOOR AND WALL OPENINGS AT

PERIMETER WALLS DURING DEMOLITION WORK

TO PROTECT ADJACENT AREAS FROM DUST

INTRUSION.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR

MOVING ALL FURNISHINGS AND NON

PERMANENTLY ATTACHED EQUIPMENT

PRIOR TO COMMENCEMENT OF DEMOLITION.

CONTRACTOR SHALL COORDINATE WITH COR

ON LOCATION OF STORED FURNISHINGS.

16. CONTRACTOR SHALL PROTECT ADJACENT

ROOMS FROM DAMAGE DURING

CONSTRUCTION.RESTORE ALL DAMAGE TO

ORIGINAL CONDITION.

17. DEMOLITION PLANS SHOW EXISTING ROOM

NAMES AND NUMBERS. ALL OTHER DRAWINGS

SHOW NEW ROOM NAMES AND NUMBERS.

18. MECHANICAL, ELECTRICAL, AND PLUMBING

ITEMS SHOWN ON THIS DRAWING ARE FOR

REFRENCE ONLY. REFER TO MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS FOR

SCOPE OF WORK.

REMOVE EXISTING FACIA

BOARD

REMOVE/REPLACE METAL

GUTTER

REMOVE EXISTING METAL

DRIP EDGE FLASHING

EXISTING SHINGLE

ROOF TO REMAIN

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

DRAWN CHECKEDDATE

LOCATION

DRAWING TITLE

ARCHITECT / ENGINEER OF RECORD:

MARK

A

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

OF

Cemetery Expertise:

Jacobs Bill Romzick

(989) 745-1048

Office of

Department of Veterans Affairs

APPROVED

SEAL:DESIGN CONSULTANTS:

Architect:

Fourfront James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Enviromental & Geotechnical Engineering:

Terracon Consultants Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

MEP, Fire, Landscape RCDD:

APOGEE Consulting Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems Matt Nichols

(303) 419-6343

DESCRIPTION DATE

Construction and Facilities

Management r

Construction Management Civil Engineering Surveying

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Calibre Engineering, Inc.

Calib e Structural Engineer:

H2B, Inc Tod Henning

(713) 864-2910

/1 /2

:1

:1

A

M

11-21-2022

BUILDING 1301 -

ADMIN./MAINTENANCE -

DEMOLITION ROOF PLAN

AD101

PHASE 1 DEVELOPMENT ON NEW LAND

JGC JWL

DENVER, COLORADO

FORT LOGAN

NATIONAL CEMETERY

PHASE 1A - ALTERNATE 3 BID DOCUMENTS

888-043

PRELIMINARY

NOT FOR CONSTRUCTION

9 54

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

DEMOLITION ROOF PLAN

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

EXISTING EAVE DETAIL

KEYNOTES:

02-06 REMOVE EXISTING FASCIA, EAVE, AND RAKE

BOARD.

02-07 REMOVE EXISTING METAL GUTTER, DRIP

FLASHING AND DOWNSPOUT.

02-84 REMOVE HVAC EXHAUST EQUIPMENT. SEE

MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

ARCHITECT'S NOTES:

NORTH

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

EXISTING EAVE DETAIL AT SHOP

LEVEL 1

100' - 0"

02-07

02-08 02-08 02-08

02-06

02-06

02-1002-1002-10

NOT IN SCOPE OF WORK

PREVIOUSLY COMPLETED ADDITION

02-06

02-17

02-17

02-16

02-17

02-16

02-16

02-04 02-10 02-16 02-17 02-16

02-16 02-16 02-16

02-16

02-06

02-06

02-07

02-06

02-10

02-04 02-76

02-07

02-07

02-17

02-84

02-07

02-1002-10

INSIDE

02-1002-10

INSIDE

LEVEL 1

100' - 0"

T.O.W. EXISTING (V.I.F.)

108' - 2"

02-06 02-06

02-10 02-10 02-10

02-0602-06

02-1002-17 02-17 02-1602-1702-60 02-6002-60 02-60 02-60

02-10

02-77

02-76 02-10 02-17

02-17

02-16 02-77 02-76 02-17

02-17

02-06

02-07

02-0702-07

02-1602-16

02-16

02-1602-16 02-76 02-17

02-07

LEVEL 1

100' - 0"

T.O.W. EXISTING (V.I.F.)

108' - 2"

02-04 02-04 02-04

02-0602-06 02-0602-06

02-16

02-16

02-1602-1602-16

02-16

02-16 02-16

02-16 02-1602-10

02-10

02-06

02-16

02-07

02-16

LEVEL 1

100' - 0"

T.O.W. EXISTING (V.I.F.)

108' - 2"

02-10 02-17 02-10 02-1002-86

NOT IN SCOPE OF WORK

PREVIOUSLY COMPLETED ADDITION

02-17

02-17

02-75 02-1702-7502-75 02-16

02-75

02-17 02-7602-76

02-76

02-76 02-76 02-76

02-84 02-07

02-07

02-07

02-76

T.O.W. EXISTING (V.I.F.)

111' - 2"

LEVEL 1

100' - 0"

T.O.W. EXISTING (V.I.F.)

108' - 2"

02-10

02-1002-06

02-17 02-17

02-06

NOT IN SCOPE OF WORK

PREVIOUSLY COMPLETED ADDITION

02-60 02-6002-6002-17

02-16

02-16

02-16

02-16 02-10 02-16

02-07

02-17

02-17 02-1702-17

02-17

T.O.W. EXISTING (V.I.F.)

111' - 2"

02-90

02-06

LEVEL 1

100' - 0"

02-06

02-06

02-16 02-7602-76

LEVEL 1

100' - 0"

T.O.W. EXISTING (V.I.F.)

108' - 2"

02-06

02-07

02-17

02-16

02-10

02-10

02-17 LEVEL 1

100' - 0"

02-07

02-1702-17

02-10

02-16 02-16

T.O.W. EXISTING (V.I.F.)

111' - 2"

1. SHEET SIZE FOR PROPER SCALE IS 30X42

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS

FROM THE ARCHITECT.

2. EXISTING WALL SHADED FOR CLARITY.

SHEET SPECIFIC NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR

TO FIELD VISIT THE PROJECT AND VERIFY

EXISTING CONDITIONS/DIMENSIONS AND

PROPOSED CONDITIONS. COORDINATE

DEMOLITION BETWEEN ALL TRADES. NOTIFY A/E

IMMEDIATELY OF ANY CONFLICTS OR

DISCREPANCIES.

2. THE DEMOLITION PLAN INDICATES GENERAL

INFORMATION AND INTENT. THE CONTRACTOR

SHALL COORDINATE DEMOLITION WITH NEW

CONSTRUCTION TO ENSURE QUALITY OF FINAL

PRODUCT.

3. DASHED BOLD LINES INDICATE EXTENT OF

DEMOLITION INCLUDING THE FOLLOWING:

INTERIOR PARTITIONS (REMOVE TO

STRUCTURE); CEILINGS, INCLUDING CEILING

SUSPENSION SYSTEM, MISC. STEEL SUPPORTS

FOR SUSPENDED EQUIPMENT, SUSPENDED

EQUIPMENT, LIGHT FIXTURES, DIFFUSERS AND

GRILLES ETC.; FLOOR FINISHES (TO CONCRETE)

INCLUDING CARPET, RESILIENT TILE, SHEET

VINYL, CERAMIC TILE ETC; DOORS AND FRAMES

UNLESS NOTED OTHERWISE; CMU BLOCK/BRICK

AND BACKUP WALL SYSTEM; CABINET WORK,

SHELVING, BASES; TOILET PARTITIONS AND

ACCESSORIES; EQUIPMENT ITEMS; PLUMBING

FIXTURES.

4. REFER TO PHASING SHEET FOR PROJECT

PHASING AND SEQUENCE OF WORK. ALL

DEMOLITION AND REMODEL WORK MUST BE

CLOSELY COORDINATED WITH THE COR.

5. THE GENERAL CONTRACTOR SHALL INSPECT

AND FIELD VERIFY EXISTING CONDITIONS PRIOR

TO COMMENCING WORK, INCLUDING ELEMENTS

SUBJECT TO DAMAGE OR MOVEMENT DURING

DEMOLITION, CUTTING OR PATCHING.

6. MATERIAL PRODUCT FROM DEMOLITION SHALL

BECOME THE PROPERTY AND RESPONSIBILITY

OF THE CONTRACTOR WITH THE EXCEPTION OF

SPECIFIED ITEMS DESIGNATED EITHER IN THE

PLANS OR VERBALLY REQUESTED BY THE (COR)

TO BE RETAINED BY THE VA.

7. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS

IS THE RESPONSIBILITY OF THE CONTRACTOR

AND SHALL BE DISPOSED OF LAWFULLY.

8. DEMOLITION MATERIALS SHALL BE REMOVED

FROM SITE ON A DAILY BASIS. COORDINATE

WITH THE COR THE IDENTIFICATION AND

TRANSFER OF ANY ITEMS THAT NEED TO BE

SALVAGED.

9. UPON ENCOUNTERING UNFORESEEN

CONDITIONS DURING REMODEL WORK, THE

CONTRACTOR SHALL NOTIFY THE (COR)

BEFORE PROCEEDING.

10. THE CONTRACTOR SHALL PROTECT EXISTING

CONSTRUCTION TO REMAIN. DAMAGE TO

EXISTING CONSTRUCTION SHALL BE REPAIRED

TO EXISTING OR BETTER CONDITION.

11. ERECT AND MAINTAIN TEMPORARY PARTITIONS

AND ENCLOSURES FOR EXTERIOR OPENINGS TO

PREVENT THE TRANSMISSION OF DUST, ODOR,

AND NOISE AND MAINTAIN WEATHER TIGHT

CONDITIONS.

12. PROVIDE TEMPORARY MECHANICAL EXHAUST

SYSTEMS TO MAINTAIN A NEGATIVE PRESSURE

WITHIN DEMOLITION ZONES.

13. AT INTERSECTIONS OF REMOVED WALLS WITH

WALL TO REMAIN, REPAIR REMAINING WALLS TO

MATCH ADJACENT FINISHED WALLS OR BETTER.

14. CONTRACTOR SHALL PROVIDE TEMPORARY

SEAL AT ALL DOOR AND WALL OPENINGS AT

PERIMETER WALLS DURING DEMOLITION WORK

TO PROTECT ADJACENT AREAS FROM DUST

INTRUSION.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR

MOVING ALL FURNISHINGS AND NON

PERMANENTLY ATTACHED EQUIPMENT

PRIOR TO COMMENCEMENT OF DEMOLITION.

CONTRACTOR SHALL COORDINATE WITH COR

ON LOCATION OF STORED FURNISHINGS.

16. CONTRACTOR SHALL PROTECT ADJACENT

ROOMS FROM DAMAGE DURING

CONSTRUCTION.RESTORE ALL DAMAGE TO

ORIGINAL CONDITION.

17. DEMOLITION PLANS SHOW EXISTING ROOM

NAMES AND NUMBERS. ALL OTHER DRAWINGS

SHOW NEW ROOM NAMES AND NUMBERS.

18. MECHANICAL, ELECTRICAL, AND PLUMBING

ITEMS SHOWN ON THIS DRAWING ARE FOR

REFRENCE ONLY. REFER TO MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS FOR

SCOPE OF WORK.

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

DRAWN CHECKEDDATE

LOCATION

DRAWING TITLE

ARCHITECT / ENGINEER OF RECORD:

MARK

A

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

OF

Cemetery Expertise:

Jacobs Bill Romzick

(989) 745-1048

Office of

Department of Veterans Affairs

APPROVED

SEAL:DESIGN CONSULTANTS:

Architect:

Fourfront James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Enviromental & Geotechnical Engineering:

Terracon Consultants Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

MEP, Fire, Landscape RCDD:

APOGEE Consulting Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems Matt Nichols

(303) 419-6343

DESCRIPTION DATE

Construction and Facilities

Management r

Construction Management Civil Engineering Surveying

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Calibre Engineering, Inc.

Calib e Structural Engineer:

H2B, Inc Tod Henning

(713) 864-2910

/1 /2

:1

:1

A

M

11-21-2022

BUILDING 1301 -

ADMIN./MAINTENANCE -

DEMOLITION ELEVATIONS

AD102

PHASE 1 DEVELOPMENT ON NEW LAND

JGC JWL

DENVER, COLORADO

FORT LOGAN

NATIONAL CEMETERY

PHASE 1A - ALTERNATE 3 BID DOCUMENTS

888-043

PRELIMINARY

NOT FOR CONSTRUCTION

10 54

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

NORTH ELEVATION

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

WEST ELEVATION

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

SOUTH ELEVATION

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

EAST ELEVATION

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

SOUTH ELEVATION B

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

EAST ELEVATION B

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

WEST ELEVATION B

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

NORTH ELEVATION B

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

NORTH ELEVATION C

KEYNOTES:

02-04 REMOVE EXISTING WOOD SIDING.

02-06 REMOVE EXISTING FASCIA, EAVE, AND RAKE

BOARD.

02-07 REMOVE EXISTING METAL GUTTER, DRIP

FLASHING AND DOWNSPOUT.

02-08 REMOVE EXISTING METAL CLAD WOOD

WINDOWS.

02-10 REMOVE EXISTING DEFS FINISH FOR NEW DEFS

FINISH.

02-16 REMOVE EXISTING SEALANT AROUND EXISTING

WINDOWS AND DOORS.

02-17 EXISTING 1" EIFS TRIM ACCENT TO REMAIN.

REMOVE/REPLACE EIFS/STUCCO FINISH.

02-60 EXISTING EIFS/ STUCCO CONTROL JOINT.

02-75 REMOVE EXISTING ELECTRICAL EQUIPMENT.

COORDINATE WITH ELECTRICAL DRWINGS.

SALVAGE FOR RE-INSTALLATION.

02-76 EXISTING ELECTRICAL/MECHANICAL

EQUIPMENT TO REMAIN. COORDINATE

INSTALLATION OF NEW DEFS FINISH AROUND

EXISTING EQUIPMENT.

02-77 EXISTING FIRE EXTINGUISHER TO REMAIN.

COORDINATE INSTALLATION OF NEW DEFS

FINISH AROUND EXISTING EQUIPMENT.

02-84 REMOVE HVAC EXHAUST EQUIPMENT. SEE

MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

02-86 REMOVE EXISTING WOOD TRIM AT BASE OF

DOOR.

02-90 REMOVE EXISTING STOREFRONT DOOR AND

WINDOW.

ARCHITECT'S NOTES:

1. SHEET SIZE FOR PROPER SCALE IS 30X42

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS

FROM THE ARCHITECT.

2. EXISTING WALL SHADED FOR CLARITY.

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

DRAWN CHECKEDDATE

LOCATION

DRAWING TITLE

ARCHITECT / ENGINEER OF RECORD:

MARK

A

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

OF

Cemetery Expertise:

Jacobs Bill Romzick

(989) 745-1048

Office of

Department of Veterans Affairs

APPROVED

SEAL:DESIGN CONSULTANTS:

Architect:

Fourfront James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Enviromental & Geotechnical Engineering:

Terracon Consultants Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

MEP, Fire, Landscape RCDD:

APOGEE Consulting Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems Matt Nichols

(303) 419-6343

DESCRIPTION DATE

Construction and Facilities

Management r

Construction Management Civil Engineering Surveying

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Calibre Engineering, Inc.

Calib e Structural Engineer:

H2B, Inc Tod Henning

(713) 864-2910

/1 /2

:1

:1

A

M

11-21-2022

BUILDING 1301 -

ADMIN./MAINTENANCE -

EXISTING PHOTOGRAPHS

AD103

PHASE 1 DEVELOPMENT ON NEW LAND

JME JWL

DENVER, COLORADO

FORT LOGAN

NATIONAL CEMETERY

PHASE 1A - ALTERNATE 3 BID DOCUMENTS

888-043

PRELIMINARY

NOT FOR CONSTRUCTION

11 54

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING ELEVATION

SCALE: NOT TO SCALE

EXISTING CEILING

SCALE: NOT TO SCALE

EXISTING CEILING

SCALE: NOT TO SCALE

EXISTING CEILING

AS1074

AS107

AS107

AD1094

AD109

AD109

AD109 2

02-08

02-08

02-08

02-08

02-0802-0802-0802-08

02-08

02-08

02-08

02-0802-0802-08

02-08

02-08

02-08

02-31

02-31

02-31

02-31

02-3102-3102-3102-31

02-31

02-31

02-31

02-3102-3102-31

02-31

02-31

02-31

02-16

STORAGE

OFFICE

TOILET

STORAGE

STORAGE

STORAGE

EQUIPMENT

ROOM

EQUIPMENT

GARAGE

SERVICE

STATION/MACHINE

STORAGE

AD110 3

AD110 4

AD110

AD110

AD110

AD110

AD1109

AD110

AD11011

AD110

AD110

AD110 16

AD110

AD11024

AD11014 15

ABOVE AD110

AD11019 20

AD110

A B

O V

E

ABOVE

AB

O V E

AD110 26

AD110 25

AD110

AS1074

AS107

AS107

AD1094

AD109

AD109

AD109 2

02-30 02-3002-30

02-30

02-30

02-30

02-05

02-05

02-05 02-05 02-05

02-05

02-05

02-05

02-05

02-06 02-06

02-06

02-06

02-06

02-06

02-06

02-06

STORAGE

OFFICE

02-05

02-80

02-78

02-78

02-78

02-78

TOILET

STORAGE

STORAGE

STORAGE

EQUIPMENT

ROOM

EQUIPMENT

GARAGE

SERVICE

STATION/MACHINE

STORAGE

02-16

1. SHEET SIZE FOR PROPER SCALE IS 30X42

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. EXISTING WALL SHADED FOR CLARITY.

3. ALL DIMENSIONS ON THIS SHEET SHALL BE

VERIFIED IN FIELD.

4. ALL BRICK COURSING QUANTITIES ON THIS SHEET

SHALL BE VERIFIED IN FIELD.

ITEMS TO BE DEMOLISHED, SEE

KEYNOTES

EXISTING CEILING

LEGEND

EXISTING DOORS TO REMAIN SHOWN AT

45° WITH SOLID LINE

EXISTING 2'X4' ACT CEILING SYSTEM TO

REMAIN UNLESS OTHERWISE NOTED

EXISTING DOWNSPOUT

DEMOLITION GYP BOARD CEILING

DEMOLITION GYP BOARD CEILING TO

REMAIN

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

DRAWN CHECKEDDATE

LOCATION

DRAWING TITLE

ARCHITECT / ENGINEER OF RECORD:

MARK

A

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

OF

Cemetery Expertise:

Jacobs Bill Romzick

(989) 745-1048

Office of

Department of Veterans Affairs

APPROVED

SEAL:DESIGN CONSULTANTS:

Architect:

Fourfront James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Enviromental & Geotechnical Engineering:

Terracon Consultants Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

MEP, Fire, Landscape RCDD:

APOGEE Consulting Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems Matt Nichols

(303) 419-6343

DESCRIPTION DATE

Construction and Facilities

Management r

Construction Management Civil Engineering Surveying

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Calibre Engineering, Inc.

Calib e Structural Engineer:

H2B, Inc Tod Henning

(713) 864-2910

/1 /2

:4

:4

A

M

11-21-2022

BUILDING 3001 - SATELITE

MAINTENANCE - DEMOLITION

PLANS

AD108

PHASE 1 DEVELOPMENT ON NEW LAND

JME JWL

DENVER, COLORADO

FORT LOGAN NATIONAL

CEMETERY

PHASE 1A - ALTERNATE 3 BID DOCUMENTS

888-043

PRELIMINARY NOT FOR

CONSTRUCTION

12 54

KEYNOTES:

02-05 REMOVE EXISTING WOOD SOFFIT.

02-06 REMOVE EXISTING WOOD FASCIA, EAVE,

AND RAKE BOARD.

02-08 REMOVE EXISTING METAL CLAD WOOD

WINDOW.

02-16 REMOVE EXISTING WOOD WINDOW .

02-30 REMOVE GYPSUM BOARD CEILING.

REPLACE ALL EXISTING LIGHTS AND

CEILING MOUNTED EQUIPMENT.

02-31 REMOVE EXISTNG EXTERIOR PLYWOOD.

02-78 REMOVE/REPLACE EXISTING CEILING

LIGHTS. SEE ELECTRICAL FOR ADDITIONAL

INFORMATION AND SPECIFIC LIGHT

FIXTURED TO BE REMOVED/REPLACED.

02-80 REMOVE PORTION OF EXISTING ACT

CEILING.

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

DEMOLITION FLOOR PLAN

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

DEMOLITION CEILING PLAN

ARCHITECT'S NOTES:

SHEET SPECIFIC NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED

CONDITIONS. COORDINATE DEMOLITION BETWEEN

ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

2. THE DEMOLITION PLAN INDICATES GENERAL

INFORMATION AND INTENT. THE CONTRACTOR

SHALL COORDINATE DEMOLITION WITH NEW

CONSTRUCTION TO ENSURE QUALITY OF FINAL

PRODUCT.

3. DASHED BOLD LINES INDICATE EXTENT OF

DEMOLITION INCLUDING THE FOLLOWING: INTERIOR

PARTITIONS (REMOVE TO STRUCTURE); CEILINGS,

INCLUDING CEILING SUSPENSION SYSTEM, MISC.

STEEL SUPPORTS FOR SUSPENDED EQUIPMENT,

SUSPENDED EQUIPMENT, LIGHT FIXTURES,

DIFFUSERS AND GRILLES ETC.; FLOOR FINISHES (TO

CONCRETE) INCLUDING CARPET, RESILIENT TILE,

SHEET VINYL, CERAMIC TILE ETC; DOORS AND

FRAMES UNLESS NOTED OTHERWISE; CMU

BLOCK/BRICK AND BACKUP WALL SYSTEM; CABINET

WORK, SHELVING, BASES; TOILET PARTITIONS AND

ACCESSORIES; EQUIPMENT ITEMS; PLUMBING

FIXTURES.

4. REFER TO PHASING SHEET FOR PROJECT PHASING

AND SEQUENCE OF WORK. ALL DEMOLITION AND

REMODEL WORK MUST BE CLOSELY COORDINATED

WITH THE COR.

5. THE GENERAL CONTRACTOR SHALL INSPECT AND

FIELD VERIFY EXISTING CONDITIONS PRIOR TO

COMMENCING WORK, INCLUDING ELEMENTS

SUBJECT TO DAMAGE OR MOVEMENT DURING

DEMOLITION, CUTTING OR PATCHING.

6. MATERIAL PRODUCT FROM DEMOLITION SHALL

BECOME THE PROPERTY AND RESPONSIBILITY OF

THE CONTRACTOR WITH THE EXCEPTION OF

SPECIFIED ITEMS DESIGNATED EITHER IN THE

PLANS OR VERBALLY REQUESTED BY THE (COR)

TO BE RETAINED BY THE VA.

7. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS IS

THE RESPONSIBILITY OF THE CONTRACTOR AND

SHALL BE DISPOSED OF LAWFULLY.

8. DEMOLITION MATERIALS SHALL BE REMOVED

FROM SITE ON A DAILY BASIS. COORDINATE WITH

THE COR THE IDENTIFICATION AND TRANSFER OF

ANY ITEMS THAT NEED TO BE SALVAGED.

9. UPON ENCOUNTERING UNFORESEEN CONDITIONS

DURING REMODEL WORK, THE CONTRACTOR

SHALL NOTIFY THE (COR) BEFORE PROCEEDING.

10. THE CONTRACTOR SHALL PROTECT EXISTING

CONSTRUCTION TO REMAIN. DAMAGE TO EXISTING

CONSTRUCTION SHALL BE REPAIRED TO EXISTING

OR BETTER CONDITION.

11. ERECT AND MAINTAIN TEMPORARY PARTITIONS

AND ENCLOSURES FOR EXTERIOR OPENINGS TO

PREVENT THE TRANSMISSION OF DUST, ODOR,

AND NOISE AND MAINTAIN WEATHER TIGHT

CONDITIONS.

12. PROVIDE TEMPORARY MECHANICAL EXHAUST

SYSTEMS TO MAINTAIN A NEGATIVE PRESSURE

WITHIN DEMOLITION ZONES.

13. AT INTERSECTIONS OF REMOVED WALLS WITH

WALL TO REMAIN, REPAIR REMAINING WALLS TO

MATCH ADJACENT FINISHED WALLS OR BETTER.

14. CONTRACTOR SHALL PROVIDE TEMPORARY SEAL

AT ALL DOOR AND WALL OPENINGS AT PERIMETER

WALLS DURING DEMOLITION WORK TO PROTECT

ADJACENT AREAS FROM DUST INTRUSION.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR

MOVING ALL FURNISHINGS AND NON PERMANENTLY

ATTACHED EQUIPMENT

PRIOR TO COMMENCEMENT OF DEMOLITION.

CONTRACTOR SHALL COORDINATE WITH COR ON

LOCATION OF STORED FURNISHINGS.

16. CONTRACTOR SHALL PROTECT ADJACENT ROOMS

FROM DAMAGE DURING CONSTRUCTION.RESTORE

ALL DAMAGE TO ORIGINAL CONDITION.

17. DEMOLITION PLANS SHOW EXISTING ROOM NAMES

AND NUMBERS. ALL OTHER DRAWINGS SHOW NEW

ROOM NAMES AND NUMBERS.

NORTH

02-06

02-06

02-06

02-06 02-06

02-06

02-34

02-06

02-06

02-06

02-06 02-06 02-06 02-06

02-08

02-31

02-08

02-31

02-08

02-31

02-08

02-31

02-08

02-31

02-08

02-31

02-08

02-31

02-08

02-31

02-5302-53

AD109

02-32 02-32

02-8702-8702-8702-8702-8702-8702-8702-87

/8

02-06 02-0602-06

02-06

02-08

02-31

02-08

02-31

02-08

02-31

02-08

02-31

02-08

02-31

02-08

02-31

02-31

02-87 02-87 02-87 02-87 02-87 02-87

02-06 02-06

02-0602-06

02-08

02-31

02-08

02-31

02-08

02-31

02-16

02-06

02-34

02-34

02-06

02-32

02-32

02-32 02-86 02-86

02-87 02-87 02-87

REMOVE GUTTER AND

DOWNSPOUT, SALVAGE FOR

RE-INSTALLATION

REMOVE FASCIA BOARD

REMOVE SOFFIT BAORDS

REMOVE WOOD TRIM BOARDS

REMOVE METAL FLASHING

REMOVE EXISTING PLYWOOD

REMOVE EXISTING WOOD

WINDOW ASSEMBLY AND TRIM

REMOVE EXISTING WOOD

WINDOW ASSEMBLY AND TRIM

EXISTING DRIP FLASHING

TO REMAIN

REMOVE BRICK SILL

1. SHEET SIZE FOR PROPER SCALE IS 30X42

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. EXISTING WALL SHADED FOR CLARITY.

3. ALL DIMENSIONS ON THIS SHEET SHALL BE

VERIFIED IN FIELD.

4. ALL BRICK COURSING QUANTITIES ON THIS SHEET

SHALL BE VERIFIED IN FIELD.

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

DRAWN CHECKEDDATE

LOCATION

DRAWING TITLE

ARCHITECT / ENGINEER OF RECORD:

MARK

A

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

OF

Cemetery Expertise:

Jacobs Bill Romzick

(989) 745-1048

Office of

Department of Veterans Affairs

APPROVED

SEAL:DESIGN CONSULTANTS:

Architect:

Fourfront James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Enviromental & Geotechnical Engineering:

Terracon Consultants Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

MEP, Fire, Landscape RCDD:

APOGEE Consulting Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems Matt Nichols

(303) 419-6343

DESCRIPTION DATE

Construction and Facilities

Management r

Construction Management Civil Engineering Surveying

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Calibre Engineering, Inc.

Calib e Structural Engineer:

H2B, Inc Tod Henning

(713) 864-2910

/1 /2

:4

:4

A

M

11-21-2022

BUILDING 3001 - SATELLITE

MAINTENANCE - DEMOLITION

ELEVATIONS

AD109

PHASE 1 DEVELOPMENT ON NEW LAND

JME JWL

DENVER, COLORADO

FORT LOGAN NATIONAL

CEMETERY

PHASE 1A - ALTERNATE 3 BID DOCUMENTS

888-043

PRELIMINARY NOT FOR

CONSTRUCTION

13 54

KEYNOTES:

02-06 REMOVE EXISTING WOOD FASCIA, EAVE, AND

RAKE BOARD.

02-08 REMOVE EXISTING METAL CLAD WOOD

WINDOW.

02-16 REMOVE EXISTING WOOD WINDOW .

02-31 REMOVE EXISTNG EXTERIOR PLYWOOD.

02-32 REMOVE EXISTING CJ CAULKING.

02-34 EXISTING WOOD ACCENT TO REMAIN.

02-53 EXISTING HVAC EQUIPMENT TO REMAIN.

02-86 REMOVE EXISTING STEEL GUARDS.

02-87 REMOVE EXISTING ROWLOCK SILL BRICK AT

EXISTING OPENING.

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

SOUTH ELEVATION - DEMOLITION

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

NORTH ELEVATION - DEMOLITION

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

EAST ELEVATION - DEMOLITION

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

WEST ELEVATION - DEMOLITION

SCALE: 3/4" = 1'-0"

DEMOLITION - EXISTING TYPICAL WALL SECTION

ARCHITECT'S NOTES:

SHEET SPECIFIC NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED

CONDITIONS. COORDINATE DEMOLITION BETWEEN

ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

2. THE DEMOLITION PLAN INDICATES GENERAL

INFORMATION AND INTENT. THE CONTRACTOR

SHALL COORDINATE DEMOLITION WITH NEW

CONSTRUCTION TO ENSURE QUALITY OF FINAL

PRODUCT.

3. DASHED BOLD LINES INDICATE EXTENT OF

DEMOLITION INCLUDING THE FOLLOWING: INTERIOR

PARTITIONS (REMOVE TO STRUCTURE); CEILINGS,

INCLUDING CEILING SUSPENSION SYSTEM, MISC.

STEEL SUPPORTS FOR SUSPENDED EQUIPMENT,

SUSPENDED EQUIPMENT, LIGHT FIXTURES,

DIFFUSERS AND GRILLES ETC.; FLOOR FINISHES (TO

CONCRETE) INCLUDING CARPET, RESILIENT TILE,

SHEET VINYL, CERAMIC TILE ETC; DOORS AND

FRAMES UNLESS NOTED OTHERWISE; CMU

BLOCK/BRICK AND BACKUP WALL SYSTEM; CABINET

WORK, SHELVING, BASES; TOILET PARTITIONS AND

ACCESSORIES; EQUIPMENT ITEMS; PLUMBING

FIXTURES.

4. REFER TO PHASING SHEET FOR PROJECT PHASING

AND SEQUENCE OF WORK. ALL DEMOLITION AND

REMODEL WORK MUST BE CLOSELY COORDINATED

WITH THE COR.

5. THE GENERAL CONTRACTOR SHALL INSPECT AND

FIELD VERIFY EXISTING CONDITIONS PRIOR TO

COMMENCING WORK, INCLUDING ELEMENTS

SUBJECT TO DAMAGE OR MOVEMENT DURING

DEMOLITION, CUTTING OR PATCHING.

6. MATERIAL PRODUCT FROM DEMOLITION SHALL

BECOME THE PROPERTY AND RESPONSIBILITY OF

THE CONTRACTOR WITH THE EXCEPTION OF

SPECIFIED ITEMS DESIGNATED EITHER IN THE

PLANS OR VERBALLY REQUESTED BY THE (COR)

TO BE RETAINED BY THE VA.

7. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS IS

THE RESPONSIBILITY OF THE CONTRACTOR AND

SHALL BE DISPOSED OF LAWFULLY.

8. DEMOLITION MATERIALS SHALL BE REMOVED

FROM SITE ON A DAILY BASIS. COORDINATE WITH

THE COR THE IDENTIFICATION AND TRANSFER OF

ANY ITEMS THAT NEED TO BE SALVAGED.

9. UPON ENCOUNTERING UNFORESEEN CONDITIONS

DURING REMODEL WORK, THE CONTRACTOR

SHALL NOTIFY THE (COR) BEFORE PROCEEDING.

10. THE CONTRACTOR SHALL PROTECT EXISTING

CONSTRUCTION TO REMAIN. DAMAGE TO EXISTING

CONSTRUCTION SHALL BE REPAIRED TO EXISTING

OR BETTER CONDITION.

11. ERECT AND MAINTAIN TEMPORARY PARTITIONS

AND ENCLOSURES FOR EXTERIOR OPENINGS TO

PREVENT THE TRANSMISSION OF DUST, ODOR,

AND NOISE AND MAINTAIN WEATHER TIGHT

CONDITIONS.

12. PROVIDE TEMPORARY MECHANICAL EXHAUST

SYSTEMS TO MAINTAIN A NEGATIVE PRESSURE

WITHIN DEMOLITION ZONES.

13. AT INTERSECTIONS OF REMOVED WALLS WITH

WALL TO REMAIN, REPAIR REMAINING WALLS TO

MATCH ADJACENT FINISHED WALLS OR BETTER.

14. CONTRACTOR SHALL PROVIDE TEMPORARY SEAL

AT ALL DOOR AND WALL OPENINGS AT PERIMETER

WALLS DURING DEMOLITION WORK TO PROTECT

ADJACENT AREAS FROM DUST INTRUSION.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR

MOVING ALL FURNISHINGS AND NON PERMANENTLY

ATTACHED EQUIPMENT

PRIOR TO COMMENCEMENT OF DEMOLITION.

CONTRACTOR SHALL COORDINATE WITH COR ON

LOCATION OF STORED FURNISHINGS.

16. CONTRACTOR SHALL PROTECT ADJACENT ROOMS

FROM DAMAGE DURING CONSTRUCTION.RESTORE

ALL DAMAGE TO ORIGINAL CONDITION.

17. DEMOLITION PLANS SHOW EXISTING ROOM NAMES

AND NUMBERS. ALL OTHER DRAWINGS SHOW NEW

ROOM NAMES AND NUMBERS.

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. EXISTING WALL SHADED FOR CLARITY.

3. ALL DIMENSIONS ON THIS SHEET SHALL BE

VERIFIED IN FIELD.

4. ALL BRICK COURSING QUANTITIES ON THIS SHEET

SHALL BE VERIFIED IN FIELD.

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

DRAWN CHECKEDDATE

LOCATION

DRAWING TITLE

ARCHITECT / ENGINEER OF RECORD:

MARK

A

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

OF

Cemetery Expertise:

Jacobs Bill Romzick

(989) 745-1048

Office of

Department of Veterans Affairs

APPROVED

SEAL:DESIGN CONSULTANTS:

Architect:

Fourfront James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Enviromental & Geotechnical Engineering:

Terracon Consultants Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

MEP, Fire, Landscape RCDD:

APOGEE Consulting Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems Matt Nichols

(303) 419-6343

DESCRIPTION DATE

Construction and Facilities

Management r

Construction Management Civil Engineering Surveying

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Calibre Engineering, Inc.

Calib e Structural Engineer:

H2B, Inc Tod Henning

(713) 864-2910

/1 /2

:4

:0

A

M

11-21-2022

BUILDING 3001 - SATELLITE

MAINTENANCE - EXISTING

PHOTOGRAPHS

AD110

PHASE 1 DEVELOPMENT ON NEW LAND

JME JWL

DENVER, COLORADO

FORT LOGAN NATIONAL

CEMETERY

PHASE 1A - ALTERNATE 3 BID DOCUMENTS

888-043

PRELIMINARY NOT FOR

CONSTRUCTION

14 54

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SCALE: NOT TO SCALE

EXISTING CONDITION

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. EXISTING WALL SHADED FOR CLARITY.

02-06 02-06

02-06 02-06

AD111

AD111 6

AD111

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

DRAWN CHECKEDDATE

LOCATION

DRAWING TITLE

ARCHITECT / ENGINEER OF RECORD:

MARK

A

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

OF

Cemetery Expertise:

Jacobs Bill Romzick

(989) 745-1048

Office of

Department of Veterans Affairs

APPROVED

SEAL:DESIGN CONSULTANTS:

Architect:

Fourfront James Lushbough

(605) 342-9470

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

Cost Estimating:

OCMI

Kyle Veater

(757) 803-7517

Enviromental & Geotechnical Engineering:

Terracon Consultants Jennifer Peters/John Haas

(210) 907-7648/(303) 454-5265

MEP, Fire, Landscape RCDD:

APOGEE Consulting Mark Norris

(919) 535-3819

Surveying & GPS:

Survey Systems Matt Nichols

(303) 419-6343

DESCRIPTION DATE

Construction and Facilities

Management r

Construction Management Civil Engineering Surveying

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Calibre Engineering, Inc.

Calib e Structural Engineer:

H2B, Inc Tod Henning

(713) 864-2910

/1 /2

:2

:3

A

M

11-21-2022

PUMP HOUSE B - DEMOLITION

ELEVATIONS AND EXISTING

PHOTOGRAPHS

AD111

PHASE 1 DEVELOPMENT ON NEW LAND

JGC JWL

DENVER,…