_515-21-108 - Drawings - 100_Part7.pdf

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B138-A B138-B.1 B138-B.8 B138-D B138-E.2B138-B B138-C B138-E B138-E.9 B138-F B138-G

B138-9

B138-8

B138-7

B138-6

B138-5

B138-4

B138-3

B138-2

B138-1

002E

ELECTRICAL

" 5

1 2

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 138 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

138.AE100

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

B138 - BASEMENT FLOOR PLAN INVESTIGATION NOTES

KEY PLAN

PLAN NORTH

BUILDING 138 - IMAGE 1

BUILDING 138 - IMAGE 2

BUILDING 138 - IMAGE 3

Revisions: Date: 8581

JRD

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N

BATTLE CREEK

VA MEDICAL

CENTER

W

ID

TH

I N

F

IE

L D

V E R

IF

Y

P E N

E

TR

A

TI

O N

V A

R

IE

S HYDROPHOBIC POLYURETHANE

GROUT TO SEAL

NEW BACKER ROD AND SEALANT

EXISTING PIPE PENETRATING

FOUNDATION WALL. VERIFY PIPE

SIZE IN FIELD

EXISTING CONCRETE FOUNDATION

WALL

/2

EXISTING CONCRETE

FOUNDATION WALL

BENTONITE REMEDIAL

WATERPROOFING LAYER,

INJECTED FROM GRADE

LEVEL DOWN TO

FOOTING; INJECTION

SPACING PER INSTALLERS

STANDARDS

R E F E R

T O

B U

IL

D

IN

G

I M

P R

O V

E M

E N

T S C

H E D

U L E

SEE SHEEET CS-201 FOR

ADJACENT GRADING

REVISIONS WHERE

APPLICABLE

EXSITING BASEMENT FLOOR SLAB.

NOTE: BUILDINGS WITH CRAWL

SPACE HAVE DIRT FLOORS

4"

5" 1' - 0" 5"

4"

EXISTING AREA WELLEXISTING ENG. MACHINERY

001E

/ 4

EXISTING CONCRETE

SLAP SLOPED TO

EXISTING FLOOR DRAIN

CUT BOTTOM OF EXISTING DOOR TO

ALLOW FOR NEW 2" CONCRETE CURB

AND RAMP AND NEW WEATHER STRIP.

PATCH AND REPAIR DOOR AS

NEEDED. PRIME AND PAINT WITH

RUST-INHIBITING PAINT

NEW ALUMINUM THRESHOLD AND

THERMAL BREAK

NEW THERMALLY BROKEN

CONCRETE CURB/RAMP AT EXISTING

DOUBLE DOOR OPENING. SAW-CUT

INTERIOR AND EXTERIOR SLABS TO

CREATE 2" DEEP BY 4" WIDE KEYWAY

HYDROPHILIC WATERSTOP AT BACK

OF EXTERIOR SAW-CUT KEYWAY

EXISTING CONCRETE

FOUNDATION WALL

BENTONITE REMEDIAL

WATERPROOFING LAYER,

INJECTED FROM GRADE

LEVEL DOWN TO

FOOTING; INJECTION

SPACING PER INSTALLERS

STANDARDS

R E F E R

T O

B U

IL

D

IN

G

I M

P R

O V

E M

E N

T S C

H E D

U L E

SEE SHEEET CS-201 FOR

ADJACENT GRADING

REVISIONS WHERE

APPLICABLE

EXSITING BASEMENT FLOOR SLAB.

NOTE: BUILDINGS WITH CRAWL

SPACE HAVE DIRT FLOORS

DRILL HOLES INTO EXISTING

CONCRETE PAD/SIDEWALK AT

INSTALLER'S STANDARD

INTERVAL TO ALLOW FOR

BENTONITE INJECTION. PATCH

AND SEAL HOLES UPON

COMPLETEION OF

INJECTIONS

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

SCHEDULES AND DETAILS WATERPROOF BASEMENTS,

VARIOUS BUILDNGS

5500 ARMSTRONG RD

BATTLE CREEK, MI 49037

515-21-108

N/A

PROJECT DIRECTOR

MAY 2, 2022 SCC

100% BID

DOCUMENTS

AE200

SCALE: 1 1/2" = 1'-0"AE200

PIPE PENETRATION REPAIR DETAIL01

BUILDING IMPROVEMENT TABLE (ALL QUANTITIES ARE APPROXIMATE)

BUILDING NUMBER BASEMENT DEPTH

LINEAL FEET OF

BENTONITE

WATERPROOFING

INJECTION

(EARTH/SOFT

SURFACE)

LINEAL FEET OF

BENTONITE

WATERPROOFING

INJECTION

(PAVEMENT/HARD

SURFACE)

LINEAL FEET OF

CRACKED

CONCRETE

REPAIR

SQUARE FOOTAGE OF FINISH

PAINT REPAIR SQUARE FOOTAGE OF FLOORING REPAIR MISC. REPAIRS

BUILDING 001 11 '- 0" - - - - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 002 6' - 6" - - - - REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 003 8' - 0" 76' - 4" 12' - 0" 10' - 0" - - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 004 9' - 6" 25' - 1" - 4' - 0" 75 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 005 5' - 0" 38' - 1" - UPON

DISCOVERY

200 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 006 8' - 0" 47' - 4" 74' - 4" - 165 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 007 12' - 0" 56' - 7" 25' - 0" - 620 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 008 9' - 6" 112' - 8" - 20' - 0" 485 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 009 9' - 6" 82' - 4" - - - - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 010 9' - 4" 207' - 2" - - - 290 SF VCT (ARMSTRONG COMMERICAL

STANDARD EXCELON - 59236 LINSEED)

-REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 011 9' - 6" 189' - 8" - 15' - 0" - - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 012 9' - 7" 152' - 5" - - - - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 013 11' - 0" 209' - 8" 10' - 8" - 920 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 014 2' - 6" 196' - 9" 12' - 0" 5' - 0" 1,020 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 019 8' - 8" 17' - 0" - 8' - 0" - - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 020 7' - 8" 51' - 0" - 36' - 0" 60 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 021 8' - 0" 9' - 4" - 10' - 0" 70 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 022 9' - 6" 167' - 10" 194' - 9" - - - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 024 9' - 0" - 20' - 6" - - - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 027 9' - 0" - 32' - 0" 8' - 0" 220 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 030 10' - 3" - 145' - 4" 20' - 0" 620 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 039 11'- 0" 59 ' -0" - - 220 SF 15 SF LVT TO MATCH EXISTING -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 082 9' - 0" 55' - 8" 61' - 11" - 145 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 083 11' - 6" 64' - 2" - - - - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 084 11' - 6" 126' - 2" - - 320 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 127 8' - 6" - 14' - 9" - - - -REGRADING (REFER TO CIVIL DRAWINGS)

-16' - 4" GUTTER AND DOWNSPOUT REPLACEMENT

BUILDING 134 11' - 7" 25' - 9" - - 120 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

BUILDING 138 13' - 10" 14' - 0" - - 150 SF - -REGRADING (REFER TO CIVIL DRAWINGS)

SCALE: 3/4" = 1'-0"AE200

BENTONITE WATERPROOFING DETAIL - THROUGH

SOFTSCAPE02

SCALE: 1 1/2" = 1'-0"AE200

BUILDING 134 - CONCRETE CURB/RAMP DETAIL04

SCALE: 3/4" = 1'-0"AE200

BENTONITE WATERPROOFING DETAIL - THROUGH

CONCRETE PAD/SIDEWALK03

Revisions: Date: 8582

JRD

PRELIM

IN

A

RY

N O

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O N

STRUC

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N

BATTLE CREEK

+/-5 LF MASONRY

CRACK REPAIR

+/-5 LF MASONRY

CRACK REPAIR

+/-10 LF MASONRY

CRACK REPAIR 6

+/-15 LF MASONRY

CRACK REPAIR

+/-10 LF MASONRY

CRACK REPAIR

+/-1 LF OF CONCRETE

FOUNDATION CRACK

REPAIR

+/-15 LF MASONRY

CRACK REPAIR

+/-15 LF OF CONCRETE

FOUNDATION CRACK

REPAIR

160' - 0"

+/-5 LF OF CONCRETE

FOUNDATION CRACK

REPAIR

+/-20 SF OF PAINT

TO MATCH EXISTING

100' - 0"

6 +/-15 LF MASONRY

CRACK REPAIR

' - 0

110' - 0

110' - 0

+/-60 LF OF

CONCRETE

FOUNDATION

CRACK REPAIR

+/-15 LF OF MASONRY

CRACK REPAIR

+/-50 LF OF MASONRY

CRACK REPAIR

+/-30 LF OF MASONRY

CRACK REPAIR

+/-10 LF MASONRY

CRACK REPAIR

AVERAGE

FOUNDATION

DEPTH: 4'-0"

AVERAGE

FOUNDATION

DEPTH: 6'-0"

FLOOR PLAN LEGEND

EXISTING NON-FIRE RATED WALL

BENTONITE INJECTION

AREAS - SOFT

SURFACE/EARTH

BENTONITE INJECTION

AREAS - HARD

SURFACE/CONCRETE

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.

KEYNOTE LEGEND

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.

6 REMOVE DAMAGED AND DETERIORATED FINISHES

AND MORTAR AT MASONRY CRACK BETWEEN FIRST

MASONRY COURSE AND TOP OF CONCRETE

FOUNDATION WALL. PATCH AND SEAL CRACK WITH

NEW MORTAR. PATCH AND REPAIR FINISHES TO

MATCH ADJACENT SURFACES.

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

5 INJECT BETOGROUT REMEDIAL WATERPROOFING IN

INDICATED AREA DOWN TO FOUNDATION FOOTING.

REFER TO FOOTING DEPTH SCHEDULE AND DETAIL

02/AE200.

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

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

ENCLOSED WALKWAY FLOOR

PLAN - AREA A

WATERPROOF BASEMENTS,

VARIOUS BUILDNGS

5500 ARMSTRONG RD

BATTLE CREEK, MI 49037

515-21-108

PROJECT DIRECTOR

MAY 2, 2022 Checker Author

100% BID

DOCUMENTS

CW-AE100A

Revisions: Date:

SCALE: 1/32" = 1'-0"CW-AE100A

COVERED WALKWAY FLOOR PLAN - AREA A1

KEY PLAN

PLAN NORTH

COVERED WALKWAY - IMAGE 1

COVERED WALKWAY - IMAGE 2

COVERED WALKWAY - IMAGE 3

COVERED WALKWAY - IMAGE 4

COVERED WALKWAY - IMAGE 5

COVERED WALKWAY - IMAGE 6

COVERED WALKWAY - IMAGE 7

COVERED WALKWAY - IMAGE 8

COVERED WALKWAY - IMAGE 9

COVERED WALKWAY - IMAGE 10

COVERED WALKWAY - IMAGE 11

JRD

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N

BATTLE CREEK

DN

+/-10 LF OF MASONRY

CRACK REPAIR

+/-10 LF OF MASONRY

CRACK REPAIR

+/-5 LF OF CONCRETE

FOUNDATION CRACK

REPAIR

+/-5 LF OF CONCRETE

FOUNDATION CRACK

REPAIR

+/-5 LF OF MASONRY

CRACK REPAIR

+/-20 LF OF

CONCRETE

FOUNDATION

CRACK REPAIR

+/-10 LF OF MASONRY

CRACK REPAIR

+/-60 SF OF PAINT TO

MATCH EXISTING

+/-40 LF OF

CONCRETE

FOUNDATION

CRACK REPAIR

+/-20 LF OF MASONRY

CRACK REPAIR

6 +/-30 LF OF MASONRY

CRACK REPAIR

6 +/-30 LF OF MASONRY

CRACK REPAIR

100 SF OF PAINT TO

MATCH EXISTING

100 SF OF PAINT TO

MATCH EXISTING

+/-10 LF OF

MASONRY

CRACK

REPAIR 9

+/-5 LF OF

CONCRETE

FOUNDATION

CRACK REPAIR

+/-15 LF OF

CONCRETE

FOUNDATION

CRACK REPAIR

+/-5 LF OF

CONCRETE

FOUNDATION

CRACK REPAIR

100 SF OF PAINT TO

MATCH EXISTING

AVERAGE

FOUNDATION

DEPTH: 6'-0"

FLOOR PLAN LEGEND

EXISTING NON-FIRE RATED WALL

BENTONITE INJECTION

AREAS - SOFT

SURFACE/EARTH

BENTONITE INJECTION

AREAS - HARD

SURFACE/CONCRETE

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.

KEYNOTE LEGEND

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.

6 REMOVE DAMAGED AND DETERIORATED FINISHES

AND MORTAR AT MASONRY CRACK BETWEEN FIRST

MASONRY COURSE AND TOP OF CONCRETE

FOUNDATION WALL. PATCH AND SEAL CRACK WITH

NEW MORTAR. PATCH AND REPAIR FINISHES TO

MATCH ADJACENT SURFACES.

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

5 INJECT BETOGROUT REMEDIAL WATERPROOFING IN

INDICATED AREA DOWN TO FOUNDATION FOOTING.

REFER TO FOOTING DEPTH SCHEDULE AND DETAIL

02/AE200.

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

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

ENCLOSED WALKWAY FLOOR

PLAN - AREA B

WATERPROOF BASEMENTS,

VARIOUS BUILDNGS

5500 ARMSTRONG RD

BATTLE CREEK, MI 49037

515-21-108

PROJECT DIRECTOR

MAY 2, 2022 Checker Author

100% BID

DOCUMENTS

CW-AE100B

Revisions: Date:

SCALE: 1/32" = 1'-0"CW-AE100B

COVERED WALKWAY FLOOR PLAN - AREA B1

KEY PLAN

PLAN NORTH

COVERED WALKWAY - IMAGE 12

COVERED WALKWAY - IMAGE 13

COVERED WALKWAY - IMAGE 14

COVERED WALKWAY - IMAGE 15

COVERED WALKWAY - IMAGE 16

COVERED WALKWAY - IMAGE 17

COVERED WALKWAY - IMAGE 18

COVERED WALKWAY - IMAGE 19

COVERED WALKWAY - IMAGE 20

JRD

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N

BATTLE CREEK

+/-5 LF OF

CONCRETE

FOUNDATION

CRACK REPAIR

+/-5 LF OF

CONCRETE

FOUNDATION

CRACK REPAIR

28' - 0"

' - 0

5 1

+/-70 LF OF CONCRETE

FOUNDATION CRACK

REPAIR

AVERAGE

FOUNDATION

DEPTH: 6'-0"

AVERAGE

FOUNDATION

DEPTH: 8'-0"

FLOOR PLAN LEGEND

EXISTING NON-FIRE RATED WALL

BENTONITE INJECTION

AREAS - SOFT

SURFACE/EARTH

BENTONITE INJECTION

AREAS - HARD

SURFACE/CONCRETE

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.

KEYNOTE LEGEND

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.

6 REMOVE DAMAGED AND DETERIORATED FINISHES

AND MORTAR AT MASONRY CRACK BETWEEN FIRST

MASONRY COURSE AND TOP OF CONCRETE

FOUNDATION WALL. PATCH AND SEAL CRACK WITH

NEW MORTAR. PATCH AND REPAIR FINISHES TO

MATCH ADJACENT SURFACES.

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

5 INJECT BETOGROUT REMEDIAL WATERPROOFING IN

INDICATED AREA DOWN TO FOUNDATION FOOTING.

REFER TO FOOTING DEPTH SCHEDULE AND DETAIL

02/AE200.

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

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

ENCLOSED WALKWAY FLOOR

PLAN - AREA C

WATERPROOF BASEMENTS,

VARIOUS BUILDNGS

5500 ARMSTRONG RD

BATTLE CREEK, MI 49037

515-21-108

PROJECT DIRECTOR

MAY 2, 2022 Checker Author

100% BID

DOCUMENTS

CW-AE100C

Revisions: Date:

SCALE: 1/32" = 1'-0"CW-AE100C

COVERED WALKWAY FLOOR PLAN - AREA C1

KEY PLAN

PLAN NORTH

COVERED WALKWAY - IMAGE 21

COVERED WALKWAY - IMAGE 22

JRD

PRELIM

IN

A

RY

N O

T FO

R C

O N

STRUC

TIO

N

BATTLE CREEK