_515-21-108 - Drawings - 100_Part4.pdf

B13-A

B13-B

B13-C

B13-G

B13-D

B13-E

B13-F

B13-22 B13-21 B13-20 B13-19 B13-18 B13-17 B13-16 B13-15 B13-14 B13-13 B13-12 B13-11 B13-10 B13-9 B13-8 B13-7 B13-6 B13-5 B13-4 B13-3.1B13-3 B13-2 B13-1

OFFICE

010A

CHASE

011A

STORAGE

MENS TOILET

013A

OFFICE

OFFICE

013B

OFFICE

C02

CORRIDOR

STORAGE

S1

STAIRS

STORAGE

015A

STORAGE

012E

CHASE

014E

CHASE

S7

ELEV

OFFICE

C01

CORRIDOR

002E

DATA

S5

STAIRS

H.A.C.

H.A.C.

UNION

STORAGE

LOCKER ROOM

017A

FEMALE TOILET

025C

STORAGE

025B

ENV STORAGE

STORAGE

025E

CHASE

C03

CORRIDOR

025A

TOILET

S4

STAIRS

STORAGE

020A

OFFICE

020B

OFFICE

OFFICE

020D

OFFICE

OFFICE

020C

OFFICE

021A

OFFICE

C04

CORRIDOR

OFFICE

023A

STORAGE

FILE STORAGE

OFFICE

STORAGE

LAUNDRY

STORAGE

STORAGE

STORAGE

010A

OFFICE

018 019E

10' - 8" 36' - 4" 29' - 4"

77' - 3" 14' - 7 1/2"

/2

/2

PAINT ENTIRE WALL

TO MATCH RXITING

CORNER TO CONER

PAINT ENTIRE WALL

TO MATCH RXITING

CORNER TO CONER

PAINT ENTIRE WALL

TO MATCH RXITING

CORNER TO CONER

FLOOR PLAN LEGEND

EXISTING NON-FIRE RATED WALL

BENTONITE INJECTION

AREAS - SOFT

SURFACE/EARTH

BENTONITE INJECTION

AREAS - HARD

SURFACE/CONCRETE3 HUMIDITY/MOISTURE OBSERVED ON FOUNDATION

WALL. CLEAN AND DRY SURFACE. REMOVE ANY

DAMAGED AND DETERIORATED FINSHES. PATCH AND

REPAIR FINISHES TO MATCH ADJACENT SURFACE.

2 REMOVE DAMAGED AND DETERIORATED FINISHES.

INSPECT SURFACE FOR ANY CRACKING IN

FOUNDATION WALLS AND FILL AND SEAL CRACK

WITH HYRDOPHOBIC POLYURETHANE GROUT WHERE

CRACK IS OBSERVED. PATCH AND REPAIR FINSHES

TO MATCH ADJACENT SURFACE.

1 REMOVE DAMAGED AND DETERIORATED FINISHES

AROUND FOUNDATION CRACK WHERE OBSERVED.

FILL AND SEAL CRACK WITH HYRDOPHOBIC

POLYURETHANE GROUT. PATCH AND REPAIR

FINSHES TO MATCH ADJACENT SURFACE

KEYNOTE LEGEND

4 DAMAGED/LEAKING PIPE PENETRATION. REMOVE

EXSTING PIPE SEAL. FIELD VERIFY OPENING WIDTH.

APPLY PIPE SEAL AROUND EXISTING PIPE. FILL

PENETRATION WITH HYDROPHOBIC POLYURETHANE

GROUT TO SEAL OPENING. APPLY NEW PIPE SEAL

AROUND EXISTING PIPE. PATCH AND REPAIR

FINISHES TO MATCH ADJACENT SURFACES AS

REQUIRED. REFER TO DETAIL 01/AE200.

5 INJECT BETOGROUT REMEDIAL WATERPROOFING IN

INDICATED AREA DOWN TO FOUNDATION FOOTING.

REFER TO FOOTING DEPTH SCHEDULE AND DETAIL

02/AE200.

6 DRILL INTO CONCRETE PAD/SIDEWALK AND INJECT

BETOGROUT REMEDIAL WATERPROOFING INTO

CONCRETE AT INDICATED AREA DOWN TO

FOUNDATION FOOTING. PATCH AND REPAIR

CONCRETE AS NEEDED. REFER TO FOOTING DEPTH

SCHEDULE AND DETAIL 02/AE200.

7 REMOVE DAMNGED VINYL FLOORING, CLEAN AND

PREP SURFACE FOR NEW FLOORING INSTALLATION.

REPLACE WITH VCT TO MATCH EXISTING

8 REMOVE EXISTING GUTTER AND DOWNSPOUT.

PATCH AND REPAIR SURFACES AS NEED TO

PREPARE FOR NEW WORK. INSTALL NEW 6"x6"

GUTTER AND DOWNSPOUT AND CONNECT TO

EXISTING PVC STORM WATER SYSTEM.

GENERAL NOTES

1. PRIOR TO COMMENCING EACH NEW PHASE OF WORK

CONTRACTORS ARE TO VERIFY EXISTING FIELD CONDITIONS

AND DIMENSIONS. IMMEDIATELY NOTIFY THE COR OF ALL

DISCREPANCIES OR CONCERNS A MINIMUM OF (10) TEN

WORKING DAYS IN ADVANCE OF THE WORK

2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,

EQUIPMENT, TESTING, AND ALL APPURTENANCES TO

COMPLETE THE PROJECT.

3. ALL CONSTRUCTION AREAS ARE TO BE PROPERLY

IDENTIFIED, CLEANED AND MAINTAINED BY THE

CONTRACTOR ON A DAILY BASIS. NO CONSTRUCTION

DEBRIS IS TO REMAIN ON SITE AT PROJECT COMPLETION

4. CONTRACTOR TO VERIFY CONSTRUCTION WASTE

DUMPSTER LOCATIONS WITH THE COR PRIOR TO

BEGINNING ANY DEMOLITION AT EACH BUILDING

5. ALL CONTRACTORS ARE TO PROTECT EXISTING EQUIPMENT,

FINISHES AND BUILDING COMPONENTS FROM

CONSTRUCTION ACTIVITIES.

6. CONTRACTORS SHALL BE RESPONSIBLE FOR ANY/ALL

DAMAGE CAUSED DURING CONSTRUCTION OPERATIONS

INCLUDING BUT NOT LIMITED TO SIDEWALK, CURBS,

BUILDINGS, IRRIGATION, PRIVATE PROPERTY, LAWN

RESTORATION, ETC. THE CONTRACTOR SHALL NOTIFY THE

COR IMMEDIATELY IF ANY DAMAGE OCCURS AS A RESULT

OF WORK ACTIVITIES.

7. CONTRACTOR IS TO TAKE PRECAUTIONARY MEASURES TO

PROTECT ALL TURF, TREES AND PLANTS THAT ARE IN THE

VICINITY OF CONSTRUCTION AREAS AND BE RESPONSIBLE

TO REPAIR/REPLACE ANY DAMAGED VEGETATION AND/OR

PERFORM ANY LAWN RESTORATION AS A RESULT.

8. CONTRACTOR SHALL NOT BLOCK AREAS OF

INGRESS/EGRESS FOR VEHICLE TRAFFIC OR PATIENT/STAFF

ACCESS DURING CONSTRUCTION ACTIVITIES. IF THIS

CANNOT BE AVOIDED, WRITTEN PERMISSION MUST BE

OBTAINED FROM THE COR PRIOR. PROVIDE TRAFFIC CONES

OR BARRICADES AND/OR PROVIDE A PERSON AT THE

SUBJECT AREA TO ALERT PEDESTRIANS DURING WORK.

9. SEE SPECIFICATION FOR HAZARDOUS MATERIAL LEGACY

REPORTS AVAILABILITY. LEAD BASED PAINT WILL LIKELY BE

ENCOUNTERED IN THIS WORK SCOPE. CONTRACTOR SHALL

INCLUDE ABATEMENT OF ALL MATERIAL AFFECTED BY THE

WORK SCOPE AND REFERENCED IN THE LEGACY REPORTS

THAT HAS TESTED OR INDICATED AS ASSUMED POSITIVE. IF

SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED

BEYOND THOSE IN THE OWNER PROVIDED LEGACY

REPORTS, DO NOT DISTURB AND IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER REPRESENTATIVE FOR DIRECTION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N DWG. ___ OF XX

7GAE PROJECT NO.: 220111

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

1635 Prince Street

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

100% BID DOCUMENTS

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

95% CONSTRUCTION DESIGN

12.23.2020

04.29.2021

12.17.2021

100% BID DOCUMENTS 05.02.2022

BUILDING 13 BASEMENT

FLOOR PLAN

WATERPROOF BASEMENTS,

VARIOUS BUILDNGS

5500 ARMSTRONG RD

BATTLE CREEK, MI 49037

515-21-108

PROJECT DIRECTOR

MAY 2, 2022 SCC

100% BID

DOCUMENTS

013.AE100

SCALE: 1" = 10'-0"

B13 - BASEMENT FLOOR PLAN

KEY PLAN

PLAN NORTH

BUILDING 013 - IMAGE 3

BUILDING 013 - IMAGE 4

Revisions: Date: 8566

JRD

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N

BATTLE CREEK

VA MEDICAL

CENTER

B14-N

B14-M

B14-L

B14-K

B14-O

B14-G

B14-F

B14-E

B14-D

B14-C

B14-B

B14-A

B14-18 B14-17 B14-16.5 B14-16 B14-15.9 B14-15.1 B14-15 B14-14.1 B14-14 B14-13.1

B14-13 B14-12.9

B14-12.9

B14-12.3

B14-12.3

B14-12.1 B14-12 B14-11.1 B14-11 B14-10.1 B14-10 B14-9 B14-8.9 B14-8 B14-7.9 B14-7 B14-6.9 B14-6.7 B14-6.1 B14-6 B14-5.9 B14-5 B14-4.9

B14-K.9

B14-E.8

B14-D.7

B14-C.6

B14-4 B14-3.9 B14-3.1 B14-3 B14-2.6 B14-2 B14-1

OFFICE

OFFICE

RECEPTION

017M

OFFICE

017A

BREAK ROOM

017L

OFFICE

017B

OFFICE

017C

OFFICE

017K

OFFICE

017J

OFFICE

017D

BREAK ROOM

017F

OFFICE

017I

OFFICE

017H

OFFICE

017G

OFFICE

017E

MECH

S01E

MECH

S2

STAIR

016A

SHOWER ROOM

WOMENS

TOILET

016E

CHASE

015E

CHASE

OFFICE

OFFICE

C03

CORRIDOR

CONFERENCE

PRINTING

H.A.C

STORAGE

S3

ELEV

CONFERENCE

ROOM

C01

CORRIDOR

016E

CHASE

VENDING

C02

CORRIDOR

005A

DATA

VACANT

OFFICE

STORAGE

STORAGE

MENS TOILET

010E

CHASE 010

TOILET STAFF

S1

STAIR

009K

CONFERENCE

009C

OFFICE

009D

OFFICE

009J

OFFICE

SOCIAL WORK

009I

OFFICE

009G

OFFICE

009F

OFFICE

009H

CONFERENCE

009A

KITCHEN

009B

STORAGE

007J

MECH

007A

WAITING

008E

TRANSFORMER

ROOM

007B

OFFICE

007H

OFFICE

007G

OFFICE

007C

OFFICE

007D

CONFERENCE

ROOM

007F

OFFICE

007E

OFFICE

RAMP

ABOVE

42' - 2"

13' - 4 1/2" 5' - 7" 13' - 4 1/2"

PAINT ENTIRE WALL

TO MATCH RXITING

CORNER TO

CORNER

PAINT ENTIRE WALL

TO MATCH RXITING

CORNER TO CORNER

FLOOR PLAN LEGEND

EXISTING NON-FIRE RATED WALL

BENTONITE INJECTION

AREAS - SOFT

SURFACE/EARTH

BENTONITE INJECTION

AREAS - HARD

SURFACE/CONCRETE

3 HUMIDITY/MOISTURE OBSERVED ON FOUNDATION

WALL. CLEAN AND DRY SURFACE. REMOVE ANY

DAMAGED AND DETERIORATED FINSHES. PATCH AND

REPAIR FINISHES TO MATCH ADJACENT SURFACE.

2 REMOVE DAMAGED AND DETERIORATED FINISHES.

INSPECT SURFACE FOR ANY CRACKING IN

FOUNDATION WALLS AND FILL AND SEAL CRACK

WITH HYRDOPHOBIC POLYURETHANE GROUT WHERE

CRACK IS OBSERVED. PATCH AND REPAIR FINSHES

TO MATCH ADJACENT SURFACE.

1 REMOVE DAMAGED AND DETERIORATED FINISHES

AROUND FOUNDATION CRACK WHERE OBSERVED.

FILL AND SEAL CRACK WITH HYRDOPHOBIC

POLYURETHANE GROUT. PATCH AND REPAIR

FINSHES TO MATCH ADJACENT SURFACE

KEYNOTE LEGEND

4 DAMAGED/LEAKING PIPE PENETRATION. REMOVE

EXSTING PIPE SEAL. FIELD VERIFY OPENING WIDTH.

APPLY PIPE SEAL AROUND EXISTING PIPE. FILL

PENETRATION WITH HYDROPHOBIC POLYURETHANE

GROUT TO SEAL OPENING. APPLY NEW PIPE SEAL

AROUND EXISTING PIPE. PATCH AND REPAIR

FINISHES TO MATCH ADJACENT SURFACES AS

REQUIRED. REFER TO DETAIL 01/AE200.

5 INJECT BETOGROUT REMEDIAL WATERPROOFING IN

INDICATED AREA DOWN TO FOUNDATION FOOTING.

REFER TO FOOTING DEPTH SCHEDULE AND DETAIL

02/AE200.

6 DRILL INTO CONCRETE PAD/SIDEWALK AND INJECT

BETOGROUT REMEDIAL WATERPROOFING INTO

CONCRETE AT INDICATED AREA DOWN TO

FOUNDATION FOOTING. PATCH AND REPAIR

CONCRETE AS NEEDED. REFER TO FOOTING DEPTH

SCHEDULE AND DETAIL 02/AE200.

7 REMOVE DAMNGED VINYL FLOORING, CLEAN AND

PREP SURFACE FOR NEW FLOORING INSTALLATION.

REPLACE WITH VCT TO MATCH EXISTING

8 REMOVE EXISTING GUTTER AND DOWNSPOUT.

PATCH AND REPAIR SURFACES AS NEED TO

PREPARE FOR NEW WORK. INSTALL NEW 6"x6"

GUTTER AND DOWNSPOUT AND CONNECT TO

EXISTING PVC STORM WATER SYSTEM.

GENERAL NOTES

1. PRIOR TO COMMENCING EACH NEW PHASE OF WORK

CONTRACTORS ARE TO VERIFY EXISTING FIELD CONDITIONS

AND DIMENSIONS. IMMEDIATELY NOTIFY THE COR OF ALL

DISCREPANCIES OR CONCERNS A MINIMUM OF (10) TEN

WORKING DAYS IN ADVANCE OF THE WORK

2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,

EQUIPMENT, TESTING, AND ALL APPURTENANCES TO

COMPLETE THE PROJECT.

3. ALL CONSTRUCTION AREAS ARE TO BE PROPERLY

IDENTIFIED, CLEANED AND MAINTAINED BY THE

CONTRACTOR ON A DAILY BASIS. NO CONSTRUCTION

DEBRIS IS TO REMAIN ON SITE AT PROJECT COMPLETION

4. CONTRACTOR TO VERIFY CONSTRUCTION WASTE

DUMPSTER LOCATIONS WITH THE COR PRIOR TO

BEGINNING ANY DEMOLITION AT EACH BUILDING

5. ALL CONTRACTORS ARE TO PROTECT EXISTING EQUIPMENT,

FINISHES AND BUILDING COMPONENTS FROM

CONSTRUCTION ACTIVITIES.

6. CONTRACTORS SHALL BE RESPONSIBLE FOR ANY/ALL

DAMAGE CAUSED DURING CONSTRUCTION OPERATIONS

INCLUDING BUT NOT LIMITED TO SIDEWALK, CURBS,

BUILDINGS, IRRIGATION, PRIVATE PROPERTY, LAWN

RESTORATION, ETC. THE CONTRACTOR SHALL NOTIFY THE

COR IMMEDIATELY IF ANY DAMAGE OCCURS AS A RESULT

OF WORK ACTIVITIES.

7. CONTRACTOR IS TO TAKE PRECAUTIONARY MEASURES TO

PROTECT ALL TURF, TREES AND PLANTS THAT ARE IN THE

VICINITY OF CONSTRUCTION AREAS AND BE RESPONSIBLE

TO REPAIR/REPLACE ANY DAMAGED VEGETATION AND/OR

PERFORM ANY LAWN RESTORATION AS A RESULT.

8. CONTRACTOR SHALL NOT BLOCK AREAS OF

INGRESS/EGRESS FOR VEHICLE TRAFFIC OR PATIENT/STAFF

ACCESS DURING CONSTRUCTION ACTIVITIES. IF THIS

CANNOT BE AVOIDED, WRITTEN PERMISSION MUST BE

OBTAINED FROM THE COR PRIOR. PROVIDE TRAFFIC CONES

OR BARRICADES AND/OR PROVIDE A PERSON AT THE

SUBJECT AREA TO ALERT PEDESTRIANS DURING WORK.

9. SEE SPECIFICATION FOR HAZARDOUS MATERIAL LEGACY

REPORTS AVAILABILITY. LEAD BASED PAINT WILL LIKELY BE

ENCOUNTERED IN THIS WORK SCOPE. CONTRACTOR SHALL

INCLUDE ABATEMENT OF ALL MATERIAL AFFECTED BY THE

WORK SCOPE AND REFERENCED IN THE LEGACY REPORTS

THAT HAS TESTED OR INDICATED AS ASSUMED POSITIVE. IF

SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED

BEYOND THOSE IN THE OWNER PROVIDED LEGACY

REPORTS, DO NOT DISTURB AND IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER REPRESENTATIVE FOR DIRECTION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N DWG. ___ OF XX

7GAE PROJECT NO.: 220111

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

1635 Prince Street

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

100% BID DOCUMENTS

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

95% CONSTRUCTION DESIGN

12.23.2020

04.29.2021

12.17.2021

100% BID DOCUMENTS 05.02.2022

BUILDING 14 BASEMENT

FLOOR PLAN

WATERPROOF BASEMENTS,

VARIOUS BUILDNGS

5500 ARMSTRONG RD

BATTLE CREEK, MI 49037

515-21-108

PROJECT DIRECTOR

MAY 2, 2022 SCC

100% BID

DOCUMENTS

014.AE100

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

B14 - BASEMENT FLOOR PLAN KEY PLAN

PLAN NORTH

BUILDING 014 - IMAGE 1

BUILDING 014 - IMAGE 2

Revisions: Date: 8567

JRD

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N

BATTLE CREEK

CRAWL SPACE

BASEMENT BASEMENT

3' - 4"

4' - 10"

+/- 8 LF OF CONCRETE

FOUNDATION CRACK

REPAIR

FLOOR PLAN LEGEND

EXISTING NON-FIRE RATED WALL

BENTONITE INJECTION

AREAS - SOFT

SURFACE/EARTH

BENTONITE INJECTION

AREAS - HARD

SURFACE/CONCRETE

3 HUMIDITY/MOISTURE OBSERVED ON FOUNDATION

WALL. CLEAN AND DRY SURFACE. REMOVE ANY

DAMAGED AND DETERIORATED FINSHES. PATCH AND

REPAIR FINISHES TO MATCH ADJACENT SURFACE.

2 REMOVE DAMAGED AND DETERIORATED FINISHES.

INSPECT SURFACE FOR ANY CRACKING IN

FOUNDATION WALLS AND FILL AND SEAL CRACK

WITH HYRDOPHOBIC POLYURETHANE GROUT WHERE

CRACK IS OBSERVED. PATCH AND REPAIR FINSHES

TO MATCH ADJACENT SURFACE.

1 REMOVE DAMAGED AND DETERIORATED FINISHES

AROUND FOUNDATION CRACK WHERE OBSERVED.

FILL AND SEAL CRACK WITH HYRDOPHOBIC

POLYURETHANE GROUT. PATCH AND REPAIR

FINSHES TO MATCH ADJACENT SURFACE

KEYNOTE LEGEND

4 DAMAGED/LEAKING PIPE PENETRATION. REMOVE

EXSTING PIPE SEAL. FIELD VERIFY OPENING WIDTH.

APPLY PIPE SEAL AROUND EXISTING PIPE. FILL

PENETRATION WITH HYDROPHOBIC POLYURETHANE

GROUT TO SEAL OPENING. APPLY NEW PIPE SEAL

AROUND EXISTING PIPE. PATCH AND REPAIR

FINISHES TO MATCH ADJACENT SURFACES AS

REQUIRED. REFER TO DETAIL 01/AE200.

5 INJECT BETOGROUT REMEDIAL WATERPROOFING IN

INDICATED AREA DOWN TO FOUNDATION FOOTING.

REFER TO FOOTING DEPTH SCHEDULE AND DETAIL

02/AE200.

6 DRILL INTO CONCRETE PAD/SIDEWALK AND INJECT

BETOGROUT REMEDIAL WATERPROOFING INTO

CONCRETE AT INDICATED AREA DOWN TO

FOUNDATION FOOTING. PATCH AND REPAIR

CONCRETE AS NEEDED. REFER TO FOOTING DEPTH

SCHEDULE AND DETAIL 02/AE200.

7 REMOVE DAMNGED VINYL FLOORING, CLEAN AND

PREP SURFACE FOR NEW FLOORING INSTALLATION.

REPLACE WITH VCT TO MATCH EXISTING

8 REMOVE EXISTING GUTTER AND DOWNSPOUT.

PATCH AND REPAIR SURFACES AS NEED TO

PREPARE FOR NEW WORK. INSTALL NEW 6"x6"

GUTTER AND DOWNSPOUT AND CONNECT TO

EXISTING PVC STORM WATER SYSTEM.

GENERAL NOTES

1. PRIOR TO COMMENCING EACH NEW PHASE OF WORK

CONTRACTORS ARE TO VERIFY EXISTING FIELD CONDITIONS

AND DIMENSIONS. IMMEDIATELY NOTIFY THE COR OF ALL

DISCREPANCIES OR CONCERNS A MINIMUM OF (10) TEN

WORKING DAYS IN ADVANCE OF THE WORK

2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,

EQUIPMENT, TESTING, AND ALL APPURTENANCES TO

COMPLETE THE PROJECT.

3. ALL CONSTRUCTION AREAS ARE TO BE PROPERLY

IDENTIFIED, CLEANED AND MAINTAINED BY THE

CONTRACTOR ON A DAILY BASIS. NO CONSTRUCTION

DEBRIS IS TO REMAIN ON SITE AT PROJECT COMPLETION

4. CONTRACTOR TO VERIFY CONSTRUCTION WASTE

DUMPSTER LOCATIONS WITH THE COR PRIOR TO

BEGINNING ANY DEMOLITION AT EACH BUILDING

5. ALL CONTRACTORS ARE TO PROTECT EXISTING EQUIPMENT,

FINISHES AND BUILDING COMPONENTS FROM

CONSTRUCTION ACTIVITIES.

6. CONTRACTORS SHALL BE RESPONSIBLE FOR ANY/ALL

DAMAGE CAUSED DURING CONSTRUCTION OPERATIONS

INCLUDING BUT NOT LIMITED TO SIDEWALK, CURBS,

BUILDINGS, IRRIGATION, PRIVATE PROPERTY, LAWN

RESTORATION, ETC. THE CONTRACTOR SHALL NOTIFY THE

COR IMMEDIATELY IF ANY DAMAGE OCCURS AS A RESULT

OF WORK ACTIVITIES.

7. CONTRACTOR IS TO TAKE PRECAUTIONARY MEASURES TO

PROTECT ALL TURF, TREES AND PLANTS THAT ARE IN THE

VICINITY OF CONSTRUCTION AREAS AND BE RESPONSIBLE

TO REPAIR/REPLACE ANY DAMAGED VEGETATION AND/OR

PERFORM ANY LAWN RESTORATION AS A RESULT.

8. CONTRACTOR SHALL NOT BLOCK AREAS OF

INGRESS/EGRESS FOR VEHICLE TRAFFIC OR PATIENT/STAFF

ACCESS DURING CONSTRUCTION ACTIVITIES. IF THIS

CANNOT BE AVOIDED, WRITTEN PERMISSION MUST BE

OBTAINED FROM THE COR PRIOR. PROVIDE TRAFFIC CONES

OR BARRICADES AND/OR PROVIDE A PERSON AT THE

SUBJECT AREA TO ALERT PEDESTRIANS DURING WORK.

9. SEE SPECIFICATION FOR HAZARDOUS MATERIAL LEGACY

REPORTS AVAILABILITY. LEAD BASED PAINT WILL LIKELY BE

ENCOUNTERED IN THIS WORK SCOPE. CONTRACTOR SHALL

INCLUDE ABATEMENT OF ALL MATERIAL AFFECTED BY THE

WORK SCOPE AND REFERENCED IN THE LEGACY REPORTS

THAT HAS TESTED OR INDICATED AS ASSUMED POSITIVE. IF

SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED

BEYOND THOSE IN THE OWNER PROVIDED LEGACY

REPORTS, DO NOT DISTURB AND IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER REPRESENTATIVE FOR DIRECTION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N DWG. ___ OF XX

7GAE PROJECT NO.: 220111

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

1635 Prince Street

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

100% BID DOCUMENTS

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

95% CONSTRUCTION DESIGN

12.23.2020

04.29.2021

12.17.2021

100% BID DOCUMENTS 05.02.2022

BUILDING 19 BASEMENT

FLOOR PLAN

WATERPROOF BASEMENTS,

VARIOUS BUILDNGS

5500 ARMSTRONG RD

BATTLE CREEK, MI 49037

515-21-108

PROJECT DIRECTOR

MAY 2, 2022 SCC

100% BID

DOCUMENTS

019.AE100

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

B19 - BASEMENT FLOOR PLAN

KEY PLAN

PLAN NORTH

BUILDING 019 - IMAGE 1

BUILDING 019 - IMAGE 2

Revisions: Date: 8568

JRD

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N

BATTLE CREEK

BASEMENT

CRAWL SPACE

BASEMENT

TANK

ROOM

1 1

1 1

5 5

20' - 6 7/8" 15' - 0" 20' - 7 3/8" 10' - 0" 12' - 11 3/4"

3' - 3"

5' - 0"

3' - 3"

2 3

+/- 6 LF OF CONCRETE

FOUNDATION CRACK

REPAIR

+/- 6 LF OF CONCRETE

FOUNDATION CRACK

REPAIR

+/- 8 LF OF CONCRETE

FOUNDATION CRACK

REPAIR

+/- 8 LF OF CONCRETE

FOUNDATION CRACK

REPAIR

+/- 8 LF OF CONCRETE

FOUNDATION CRACK

REPAIR

FLOOR PLAN LEGEND

EXISTING NON-FIRE RATED WALL

BENTONITE INJECTION

AREAS - SOFT

SURFACE/EARTH

BENTONITE INJECTION

AREAS - HARD

SURFACE/CONCRETE

3 HUMIDITY/MOISTURE OBSERVED ON FOUNDATION

WALL. CLEAN AND DRY SURFACE. REMOVE ANY

DAMAGED AND DETERIORATED FINSHES. PATCH AND

REPAIR FINISHES TO MATCH ADJACENT SURFACE.

2 REMOVE DAMAGED AND DETERIORATED FINISHES.

INSPECT SURFACE FOR ANY CRACKING IN

FOUNDATION WALLS AND FILL AND SEAL CRACK

WITH HYRDOPHOBIC POLYURETHANE GROUT WHERE

CRACK IS OBSERVED. PATCH AND REPAIR FINSHES

TO MATCH ADJACENT SURFACE.

1 REMOVE DAMAGED AND DETERIORATED FINISHES

AROUND FOUNDATION CRACK WHERE OBSERVED.

FILL AND SEAL CRACK WITH HYRDOPHOBIC

POLYURETHANE GROUT. PATCH AND REPAIR

FINSHES TO MATCH ADJACENT SURFACE

KEYNOTE LEGEND

4 DAMAGED/LEAKING PIPE PENETRATION. REMOVE

EXSTING PIPE SEAL. FIELD VERIFY OPENING WIDTH.

APPLY PIPE SEAL AROUND EXISTING PIPE. FILL

PENETRATION WITH HYDROPHOBIC POLYURETHANE

GROUT TO SEAL OPENING. APPLY NEW PIPE SEAL

AROUND EXISTING PIPE. PATCH AND REPAIR

FINISHES TO MATCH ADJACENT SURFACES AS

REQUIRED. REFER TO DETAIL 01/AE200.

5 INJECT BETOGROUT REMEDIAL WATERPROOFING IN

INDICATED AREA DOWN TO FOUNDATION FOOTING.

REFER TO FOOTING DEPTH SCHEDULE AND DETAIL

02/AE200.

6 DRILL INTO CONCRETE PAD/SIDEWALK AND INJECT

BETOGROUT REMEDIAL WATERPROOFING INTO

CONCRETE AT INDICATED AREA DOWN TO

FOUNDATION FOOTING. PATCH AND REPAIR

CONCRETE AS NEEDED. REFER TO FOOTING DEPTH

SCHEDULE AND DETAIL 02/AE200.

7 REMOVE DAMNGED VINYL FLOORING, CLEAN AND

PREP SURFACE FOR NEW FLOORING INSTALLATION.

REPLACE WITH VCT TO MATCH EXISTING

8 REMOVE EXISTING GUTTER AND DOWNSPOUT.

PATCH AND REPAIR SURFACES AS NEED TO

PREPARE FOR NEW WORK. INSTALL NEW 6"x6"

GUTTER AND DOWNSPOUT AND CONNECT TO

EXISTING PVC STORM WATER SYSTEM.

GENERAL NOTES

1. PRIOR TO COMMENCING EACH NEW PHASE OF WORK

CONTRACTORS ARE TO VERIFY EXISTING FIELD CONDITIONS

AND DIMENSIONS. IMMEDIATELY NOTIFY THE COR OF ALL

DISCREPANCIES OR CONCERNS A MINIMUM OF (10) TEN

WORKING DAYS IN ADVANCE OF THE WORK

2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,

EQUIPMENT, TESTING, AND ALL APPURTENANCES TO

COMPLETE THE PROJECT.

3. ALL CONSTRUCTION AREAS ARE TO BE PROPERLY

IDENTIFIED, CLEANED AND MAINTAINED BY THE

CONTRACTOR ON A DAILY BASIS. NO CONSTRUCTION

DEBRIS IS TO REMAIN ON SITE AT PROJECT COMPLETION

4. CONTRACTOR TO VERIFY CONSTRUCTION WASTE

DUMPSTER LOCATIONS WITH THE COR PRIOR TO

BEGINNING ANY DEMOLITION AT EACH BUILDING

5. ALL CONTRACTORS ARE TO PROTECT EXISTING EQUIPMENT,

FINISHES AND BUILDING COMPONENTS FROM

CONSTRUCTION ACTIVITIES.

6. CONTRACTORS SHALL BE RESPONSIBLE FOR ANY/ALL

DAMAGE CAUSED DURING CONSTRUCTION OPERATIONS

INCLUDING BUT NOT LIMITED TO SIDEWALK, CURBS,

BUILDINGS, IRRIGATION, PRIVATE PROPERTY, LAWN

RESTORATION, ETC. THE CONTRACTOR SHALL NOTIFY THE

COR IMMEDIATELY IF ANY DAMAGE OCCURS AS A RESULT

OF WORK ACTIVITIES.

7. CONTRACTOR IS TO TAKE PRECAUTIONARY MEASURES TO

PROTECT ALL TURF, TREES AND PLANTS THAT ARE IN THE

VICINITY OF CONSTRUCTION AREAS AND BE RESPONSIBLE

TO REPAIR/REPLACE ANY DAMAGED VEGETATION AND/OR

PERFORM ANY LAWN RESTORATION AS A RESULT.

8. CONTRACTOR SHALL NOT BLOCK AREAS OF

INGRESS/EGRESS FOR VEHICLE TRAFFIC OR PATIENT/STAFF

ACCESS DURING CONSTRUCTION ACTIVITIES. IF THIS

CANNOT BE AVOIDED, WRITTEN PERMISSION MUST BE

OBTAINED FROM THE COR PRIOR. PROVIDE TRAFFIC CONES

OR BARRICADES AND/OR PROVIDE A PERSON AT THE

SUBJECT AREA TO ALERT PEDESTRIANS DURING WORK.

9. SEE SPECIFICATION FOR HAZARDOUS MATERIAL LEGACY

REPORTS AVAILABILITY. LEAD BASED PAINT WILL LIKELY BE

ENCOUNTERED IN THIS WORK SCOPE. CONTRACTOR SHALL

INCLUDE ABATEMENT OF ALL MATERIAL AFFECTED BY THE

WORK SCOPE AND REFERENCED IN THE LEGACY REPORTS

THAT HAS TESTED OR INDICATED AS ASSUMED POSITIVE. IF

SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED

BEYOND THOSE IN THE OWNER PROVIDED LEGACY

REPORTS, DO NOT DISTURB AND IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER REPRESENTATIVE FOR DIRECTION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N DWG. ___ OF XX

7GAE PROJECT NO.: 220111

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

1635 Prince Street

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

100% BID DOCUMENTS

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

95% CONSTRUCTION DESIGN

12.23.2020

04.29.2021

12.17.2021

100% BID DOCUMENTS 05.02.2022

BUILDING 20 BASEMENT

FLOOR PLAN

WATERPROOF BASEMENTS,

VARIOUS BUILDNGS

5500 ARMSTRONG RD

BATTLE CREEK, MI 49037

515-21-108

PROJECT DIRECTOR

MAY 2, 2022 SCC

100% BID

DOCUMENTS

020.AE100

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

B20 - BASEMENT FLOOR PLAN

KEY PLAN

PLAN NORTH

BUILDING 020 - IMAGE 1

BUILDING 020 - IMAGE 2

BUILDING 020 - IMAGE 3

BUILDING 020 - IMAGE 4

Revisions: Date: 8569

JRD

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N

BATTLE CREEK

TANK

ROOM

4' - 8" 4' - 8"

PAINT ENTIRE WALL TO

MATCH RXITING

CORNER TO CORNER

FLOOR PLAN LEGEND

EXISTING NON-FIRE RATED WALL

BENTONITE INJECTION

AREAS - SOFT

SURFACE/EARTH

BENTONITE INJECTION

AREAS - HARD

SURFACE/CONCRETE

3 HUMIDITY/MOISTURE OBSERVED ON FOUNDATION

WALL. CLEAN AND DRY SURFACE. REMOVE ANY

DAMAGED AND DETERIORATED FINSHES. PATCH AND

REPAIR FINISHES TO MATCH ADJACENT SURFACE.

2 REMOVE DAMAGED AND DETERIORATED FINISHES.

INSPECT SURFACE FOR ANY CRACKING IN

FOUNDATION WALLS AND FILL AND SEAL CRACK

WITH HYRDOPHOBIC POLYURETHANE GROUT WHERE

CRACK IS OBSERVED. PATCH AND REPAIR FINSHES

TO MATCH ADJACENT SURFACE.

1 REMOVE DAMAGED AND DETERIORATED FINISHES

AROUND FOUNDATION CRACK WHERE OBSERVED.

FILL AND SEAL CRACK WITH HYRDOPHOBIC

POLYURETHANE GROUT. PATCH AND REPAIR

FINSHES TO MATCH ADJACENT SURFACE

KEYNOTE LEGEND

4 DAMAGED/LEAKING PIPE PENETRATION. REMOVE

EXSTING PIPE SEAL. FIELD VERIFY OPENING WIDTH.

APPLY PIPE SEAL AROUND EXISTING PIPE. FILL

PENETRATION WITH HYDROPHOBIC POLYURETHANE

GROUT TO SEAL OPENING. APPLY NEW PIPE SEAL

AROUND EXISTING PIPE. PATCH AND REPAIR

FINISHES TO MATCH ADJACENT SURFACES AS

REQUIRED. REFER TO DETAIL 01/AE200.

5 INJECT BETOGROUT REMEDIAL WATERPROOFING IN

INDICATED AREA DOWN TO FOUNDATION FOOTING.

REFER TO FOOTING DEPTH SCHEDULE AND DETAIL

02/AE200.

6 DRILL INTO CONCRETE PAD/SIDEWALK AND INJECT

BETOGROUT REMEDIAL WATERPROOFING INTO

CONCRETE AT INDICATED AREA DOWN TO

FOUNDATION FOOTING. PATCH AND REPAIR

CONCRETE AS NEEDED. REFER TO FOOTING DEPTH

SCHEDULE AND DETAIL 02/AE200.

7 REMOVE DAMNGED VINYL FLOORING, CLEAN AND

PREP SURFACE FOR NEW FLOORING INSTALLATION.

REPLACE WITH VCT TO MATCH EXISTING

8 REMOVE EXISTING GUTTER AND DOWNSPOUT.

PATCH AND REPAIR SURFACES AS NEED TO

PREPARE FOR NEW WORK. INSTALL NEW 6"x6"

GUTTER AND DOWNSPOUT AND CONNECT TO

EXISTING PVC STORM WATER SYSTEM.

GENERAL NOTES

1. PRIOR TO COMMENCING EACH NEW PHASE OF WORK

CONTRACTORS ARE TO VERIFY EXISTING FIELD CONDITIONS

AND DIMENSIONS. IMMEDIATELY NOTIFY THE COR OF ALL

DISCREPANCIES OR CONCERNS A MINIMUM OF (10) TEN

WORKING DAYS IN ADVANCE OF THE WORK

2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,

EQUIPMENT, TESTING, AND ALL APPURTENANCES TO

COMPLETE THE PROJECT.

3. ALL CONSTRUCTION AREAS ARE TO BE PROPERLY

IDENTIFIED, CLEANED AND MAINTAINED BY THE

CONTRACTOR ON A DAILY BASIS. NO CONSTRUCTION

DEBRIS IS TO REMAIN ON SITE AT PROJECT COMPLETION

4. CONTRACTOR TO VERIFY CONSTRUCTION WASTE

DUMPSTER LOCATIONS WITH THE COR PRIOR TO

BEGINNING ANY DEMOLITION AT EACH BUILDING

5. ALL CONTRACTORS ARE TO PROTECT EXISTING EQUIPMENT,

FINISHES AND BUILDING COMPONENTS FROM

CONSTRUCTION ACTIVITIES.

6. CONTRACTORS SHALL BE RESPONSIBLE FOR ANY/ALL

DAMAGE CAUSED DURING CONSTRUCTION OPERATIONS

INCLUDING BUT NOT LIMITED TO SIDEWALK, CURBS,

BUILDINGS, IRRIGATION, PRIVATE PROPERTY, LAWN

RESTORATION, ETC. THE CONTRACTOR SHALL NOTIFY THE

COR IMMEDIATELY IF ANY DAMAGE OCCURS AS A RESULT

OF WORK ACTIVITIES.

7. CONTRACTOR IS TO TAKE PRECAUTIONARY MEASURES TO

PROTECT ALL TURF, TREES AND PLANTS THAT ARE IN THE

VICINITY OF CONSTRUCTION AREAS AND BE RESPONSIBLE

TO REPAIR/REPLACE ANY DAMAGED VEGETATION AND/OR

PERFORM ANY LAWN RESTORATION AS A RESULT.

8. CONTRACTOR SHALL NOT BLOCK AREAS OF

INGRESS/EGRESS FOR VEHICLE TRAFFIC OR PATIENT/STAFF

ACCESS DURING CONSTRUCTION ACTIVITIES. IF THIS

CANNOT BE AVOIDED, WRITTEN PERMISSION MUST BE

OBTAINED FROM THE COR PRIOR. PROVIDE TRAFFIC CONES

OR BARRICADES AND/OR PROVIDE A PERSON AT THE

SUBJECT AREA TO ALERT PEDESTRIANS DURING WORK.

9. SEE SPECIFICATION FOR HAZARDOUS MATERIAL LEGACY

REPORTS AVAILABILITY. LEAD BASED PAINT WILL LIKELY BE

ENCOUNTERED IN THIS WORK SCOPE. CONTRACTOR SHALL

INCLUDE ABATEMENT OF ALL MATERIAL AFFECTED BY THE

WORK SCOPE AND REFERENCED IN THE LEGACY REPORTS

THAT HAS TESTED OR INDICATED AS ASSUMED POSITIVE. IF

SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED

BEYOND THOSE IN THE OWNER PROVIDED LEGACY

REPORTS, DO NOT DISTURB AND IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER REPRESENTATIVE FOR DIRECTION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N DWG. ___ OF XX

7GAE PROJECT NO.: 220111

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

1635 Prince Street

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

100% BID DOCUMENTS

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

95% CONSTRUCTION DESIGN

12.23.2020

04.29.2021

12.17.2021

100% BID DOCUMENTS 05.02.2022

BUILDING 21 BASEMENT

FLOOR PLAN

WATERPROOF BASEMENTS,

VARIOUS BUILDNGS

5500 ARMSTRONG RD

BATTLE CREEK, MI 49037

515-21-108

PROJECT DIRECTOR

MAY 2, 2022 SCC

100% BID

DOCUMENTS

021.AE100

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

B21 - BASEMENT FLOOR PLAN

KEY PLAN

PLAN NORTH

BUILDING 021 - IMAGE 1

BUILDING 021 - IMAGE 2

Revisions: Date: 8570

JRD

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N

BATTLE CREEK