_515-21-108 - Drawings - 100_Part6.pdf

B82-A B82-B B82-C B82-D B82-E B82-F B82-G B82-H B82-I B82-J B82-K B82-L B82-M B82-N B82-O B82-P B82-Q B82-R B82-S B82-T B82-U B82-V B82-W

B82-1

B82-2

B82-3

B82-4

B82-5

B82-6

B82-7

B82-8

B82-9

B82-10

B82-11

B82-12

B82-13

B82-14

B82-15

B82-16

B82-17

B82-18

B82-19

B82-20

B82-21

CONTROL

ROOM

MECHANICAL

AREA

ACCESSIBLE

REST ROOM

ACCESSIBLE

DRESSING

ROOM

INTERVIEW

ROOM

RECEPTION

WAITING

ROOM

EQUIPMENT

ROOM

SCAN ROOM C-1

HALLWAY

008D

LAB

008F

LAB

008H

SHOE STORAGE

008I

OFFICE

008J

OFFICE

008C

EXAM

008G

CLOSET

008K

OFFICE

008B

PRICING

AGENT

ORTHOTICS

AND

PROSTHETICS

008A

PROSTHETICS

REP S1

STAIR

ELEC

011A

PHYSICAL

THERAPY

RECEPTION

007E

WAITING

007G

TOILET

OXYGEN

SHUT-OFF

OFFICE

004B

OFFICE

SPEECH

PATHOLOGIST

007D

EXAM

007F

OFFICE

007C

OFFICE

OCCUPATIONAL

THERAPY

007A

OFFICE

007B

STORAGE

001B

STORAGE

001A

STORAGE

STORAGE

001B

STORAGE

001B

STORAGE

ELEVATOR

LOBBY

E2

ELEVATOR

E1

ELEVATOR

OFFICE

OFFICE

019B

TOILET

019G

TOILET

021E

ELEC

VESTIBULE

OFFICE

019D

CONFESSION

019F

CONFESSION

019A

CHAPEL

019C

STORAGE

019E

SACRISTY

CHIEF

CHAPLAIN

SERVICE

016H

CLOSET

016I

CLOSET

016E

ELEC

016A

OFFICE

016B

OFFICE

016D

OFFICE

016F

OFFICE

016C

OFFICE

016G

OFFICE

C02

CORRIDOR

FEC

H.A.C

WOMENS

TOILET

INVENTORY

MAN. SPEC.

SOILED

S2

STAIR

41' - 11"

13' - 4"

PAINT ENTIRE WALL TO

MATCH EXITING

CORNER TO CORNER

PAINT ENTIRE WALL TO

MATCH EXITING

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 82 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

082.AE100

SCALE: 3/32" = 1'-0"

B82 - BASEMENT FLOOR PLAN

KEY PLAN

PLAN NORTH

BUILDING 082 - IMAGE 1

Revisions: Date: 8576

JRD

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N

BATTLE CREEK

VA MEDICAL

CENTER

B83-15

B83-14

B83-13

B83-12.1 B83-12

B83-11 B83-10.1

B83-10

B83-9

B83-8.1

B83-8

B83-7.2

B83-7.1 B83-7

B83-6

B83-5

B83-4

B83-3

B83-2

B83-1

B83-6.1

B83-6.2

B83-13.1

B83-13.2

B83-A B83-B B83-B.1 B83-C B83-C.1 B83-C.2 B83-D B83-D.1 B83-E B83-F B83-F.1 B83-G B83-H B83-H.1 B83-H.2 B83-I B83-I.1 B83-J B83-J.1 B83-K B83-K.1 B83-K.2 B83-L B83-M B83-M.1 B83-N B83-O B83-O.1 B83-P B83-P.1 B83-P.2 B83-Q B83-Q.1 B83-Q.2 B83-R B83-S

STORAGE

S1

STAIR

007E

MECH

009A

TOILET

009E

FE

C01

CORRIDOR

ELEV

OFFICE/THERAPUTIC

RECREATION

OFFICE

003E

AC

MED STOR.

S4

STAIR

C02

CORRIDOR

BARBER SHOP

TOILET

019E

MECHANICAL

H.A.C

S2

STAIR

018E

DATA

017A

DISH WASH

016E

CHASE

KITCHEN

S3-0

STAIR

017D

H.A.C

017F

OFFICE

017C

OFFICE

017B

OFFICE

013D

STORAGE

OXYGEN

STORAGE

C04

CORRIDOR

013A

MECH

013C

ELEC

013B

OFFICE

PHYSICAL

THERAPY

CLINIC

31' - 11"

BUILDING 083 - IMAGE 1

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 83 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

083.AE100

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

B83 - BASEMENT FLOOR PLAN KEY PLAN

PLAN NORTH

Revisions: Date: 8577

JRD

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N

BATTLE CREEK

B84-AA

B84-Z

B84-Y

B84-X

B84-W

B84-V

B84-U

B84-T.1

B84-T

B84-7

B84-6

B84-5

B84-4

B84-3

B84-2

B84-1

B84-B B84-C B84-C.1 B84-DB84-C.2 B84-E B84-F B84-G B84-H B84-H.1 B84-H.2 B84-J B84-J.1 B84-J.2 B84-K B84-K.1 B84-K.2 B84-L B84-L.1 B84-N B84-O B84-P B84-P.1 B84-P.2 B84-Q B84-K.3 B84-R B84-S

B84-6.1

B84-6.2

B84-7.2

B84-F.1 B84-M B84-O.1

B84-X.1

B84-Y.1

B84-Z.1

007C

OFFICE

007D

OFFICE

OFFICE

007B

CONFERENCE

007E

MECH

007G

WORK ROOM

007F

STOR.

007A

BREAK ROOM

TOILET

C02

CORRIDOR

S1

STAIR

FEC

005B

STORAGE

003E

DATA

008E

MECH

OFFICE

005A

STORAGE

STORAGE

S4

STAIR

STORAGE

001A

STORAGE

239C

ELEV

STORAGE

STORAGE

019E

MECH

017B

PRESS ROOM

017A

OFFICE

LINEN

DISTRIBUTION

S3

STAIR

TOILET

C03

CORRIDOR

S2

STAIR

LINEN ROOM

LOCKER

013A

TOILET

BIO HAZARD

C01

CORRIDOR

009E

MECH

SOILED LINEN

PHYSICAL

THERAPY

2 3

4' - 0"

ENTRY STAIR ABOVE

33' - 6" 8' - 0" 10' - 8 1/4" 10' - 8 1/4" 8' - 0"

PAINT ENTIRE WALL TO

MATCH EXITING

CORNER TO CORNER

PAINT ENTIRE WALL TO

MATCH EXITING

CORNER TO CORNER

PAINT ENTIRE WALL TO

MATCH EXITING

CORNER TO CORNER

PAINT ENTIRE WALL TO

MATCH EXITING

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 84 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

084.AE100

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

B84 - BASEMENT FLOOR PLAN KEY PLAN

PLAN NORTH

BUILDING 084 - IMAGE 1

BUILDING 084 - IMAGE 2

BUILDING 084 - IMAGE 3

BUILDING 084 - IMAGE 1

BUILDING 084 - IMAGE 5

Revisions: Date: 8578

JRD

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N

BATTLE CREEK

STORAGE

GREEN HOUSE ABOVE

GREEN HOUSE ABOVE

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 127 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

127.AE100

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

B127 - BASEMENT FLOOR PLAN

KEY PLAN

PLAN NORTH

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

B127 - ROOF PLAN

Revisions: Date: 8579

JRD

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N

BATTLE CREEK

001E

ENG

MACHINERY

6' - 2"

/2

13' - 9 1/2"

CRAWL SPACE

CRAWL SPACE

COVERED

WALKWAY

ABOVE

CRAWL SPACE

CRAWL SPACE

POOL TANK

/8

ADD 2" CONCRETE CURB

AND 5" RAMP TO DOUBLE

DOORS. CUT DOORS TO

SIZE, PATCH AND REPAIR

WHERE REQUIRED FOR CUT

DOOR

ADD 2" CONCRETE CURB TO

SINGLE DOOR. CUT DOORS TO

SIZE, PATCH AND REPAIR WHERE

REQUIRED FOR CUT DOOR

AE200

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 134 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

134.AE100

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

B134 - BASEMENT FLOOR PLAN

KEY PLAN

PLAN NORTH

BUILDING 134 - IMAGE 1

BUILDING 134 - IMAGE 2

BUILDING 134 - IMAGE 3

BUILDING 134 - IMAGE 3

Revisions: Date: 8580

JRD

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N

BATTLE CREEK