S02 - 556-24-122 Drawings.pdf

Sheet

Number -

Sheet Name Sheet Name

General

G000 COVER SHEET

HAZARDOUS MATERIALS ELEMENTS

HM100 BASEMENT LEVEL FLOOR PLAN - OVERALL - ASBESTOS

HM101 FIRST LEVEL FLOOR PLAN - OVERALL - ASBESTOS

HM102 BASEMENT LEVEL FLOOR PLAN - OVERALL - LEAD-BASED PAINT

HM103 FIRST LEVEL FLOOR PLAN - OVERALL - LEAD-BASED PAINT

Civil

CI101 CIVIL GENERAL NOTES

CS101 SITE DEVELOPMENT PLAN

CJ101 EROSION CONTROL PLAN

CS501 MISCELLANEOUS DETAILS

Structural

SI001

STRUCTURAL ABBREVIATIONS, SYMBOLS, & GENERAL

NOTES

SB101 STRUCTURAL FIRST FLOOR PLAN

EP100 BASEMENT FLOOR PLAN -POWER

EP101 FIRST FLOOR PLAN -POWER

EV100 BASEMENT FLOOR PLAN -LOW VOLTAGE

EV101 FIRST FLOOR PLAN -LOW VOLTAGE

EP600 ELECTRICAL DETAILS

EP601 ELECTRICAL DETAILS

EP700 ELECTRICAL SCHEDULES

EP701 ELECTRICAL SCHEDULES

SB501 STRUCTURAL SECTIONS & DETAILS

SB901 STRUCTURAL ISOMETRIC VIEW

Architectural

GC101 FIRST FLOOR INFECTION CONTROL/ PHASING PLAN

GI101 LIFE SAFETY PLAN

AE001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AE002 WALL TYPES

AD101 FIRST FLOOR DEMOLITION PLAN

AE101 FIRST FLOOR ARCHITECTURAL PLAN

AE401 ENLARGED PLANS

AE601 DOOR SCHEDULE

AI101 FINISH PLAN

AI201 ENLARGED INTERIOR PLANS & ELEVATIONS

AI601 FINISH SCHEDULES

Aquatics

QA000 POOL REFERENCE PLAN

QA001 POOL DEMOLITION PLAN

QA100 POOL PLAN & SECTION

QA200 POOL MECHANICAL DEMOLITION AND RENOVATION PLANS

QA201 SURGE TANK PLAN & SECTIONS

QA202 POOL MECHANICAL DETAILS

QA203 POOL MECHANICAL DETAILS

QA500 POOL SYSTEMS SCHEMATIC

Mechanical

FX000 FIRE PROTECTION SYMBOLS AND ABBREVIATIONS

FX100 BASEMENT FLOOR PLAN -FIRE PROTECTION

FX101 FIRST FLOOR PLAN -FIRE PROTECTION

MH000 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD100 BASEMENT FLOOR PLAN -MECHANICAL -DEMOLITION

MD101 FIRST FLOOR PLAN -MECHANICAL -DEMOLITION

PP100 BASEMENT FLOOR PLAN -PLUMBING

PP101 FIRST FLOOR PLAN -PLUMBING

P400 MECHANICAL ROOM -PLUMBING -ENLARGED PLAN

P500 PLUMBING DETAILS & SCHEDULES

Electrical

EP000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

ED100 BASEMENT FLOOR PLAN -ELECTRICAL -DEMOLITION

ED101 FIRST FLOOR PLAN -ELECTRICAL -DEMOLITION

EL101 FIRST FLOOR PLAN -LIGHTING

EL201 FIRST FLOOR PLAN -LIGHTING CONTROL

MH101 FIRST FLOOR PLAN -DUCTWORK

MP100 BASEMENT FLOOR PLAN -PIPING

MP101 FIRST FLOOR PLAN -PIPING

M500 MECHANICAL DETAILS

M501 MECHANICAL CONTROLS

M502 MECHANICAL CONTROLS

M600 MECHANICAL SCHEDULES

M601 MECHANICAL SCHEDULES

PD100 BASEMENT FLOOR PLAN -PLUMBING -DEMOLITION

PP000 PLUMBING SYMBOLS AND ABBREVIATIONS

PD101 FIRST FLOOR PLAN -PLUMBING -DEMOLITION

ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

10360 Ellison Circle Omaha, NE 68134 Phone:

402.991.5520

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS 06/20/2025

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

06/20/25

A u to d e s k D o c s /2

.0

V A

L o v e ll

B

P o o l a n d H

V A

C R e p la c e m e n t/

-1

.G

R

.r v t

/1

/2

:4

:0

P

M

G000

COVER SHEET B132 POOL AND HVAC

REPLACEMENT

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-24-122

06/20/2025 MS AEA

23022.018

100% CONSTRUCTION

DOCUMENTS

3001 Green Bay Rd, North Chicago, IL 60064

556-24-122

Base Bid:

The General Contractor shall provide labor, material, and equipment at Captain James A. Lovell FHCC, North Chicago, IL to renovate the pool, HVAC system, all pool systems, and staff/patient locker rooms in building 132 to meet the latest standards for aquatic therapy pools and VA accessibility requirements.

N

FACILITY NAME:

Captain James A. Lovell Federal Health Care Center (FHCC)

PROJECT NAME:

B132 Pool and HVAC Replacement

SITE ADDRESS:

VA PROJECT NUMBER:

36C252-23-D-0061

VA CONTRACT NUMBER:

36C25224N0467

VA TASK NUMBER:

SITE MAP:

VICINITY MAP:

Revisions: Date:

W/D

DN

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

1 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

CODE ANALYSIS LEGEND

FE

FIRE EXTINGUISHER

10 9 8 7 6 5 4 3 2 1

G

F

E

D

C

B

GA

GE

GD

GC

GB

9267 SF

2290 SF

A-3

2419 SF

A-3

2456 SF

A-3

EXIT

EXIT

EXIT

EXIT EXIT

EXITEXIT

EXIST.

FEC

EXIST.

FE

EXIST.

FE

D

IA

G O

N A

L D

IS

TA

N C

E

4"

EXIT S

EPERATIO

N = 75' - 7"

PATH OF EGRESS = 75'-0"

PRIMARY PATH OF EGRESS = 73'-5"

MEN'S LOCKER

ROOM

TOWEL ROOM

MEN'S SHOWER

WOMEN'S SHOWER

WOMEN'S LOCKER

ROOM

MEN'S STAFF

LOCKER

WOMEN'S STAFF

LOCKER

CORRIDOR

WOMEN'S

RESTROOM

MEN'S RESTROOM

THERAPEUTIC POOL

OFFICE

SUPPLY ROOM

EQUIPMENT ROOM

STAIR

EXERCISE AREA

CORRIDOR

JANITOR

CONNECTING

CORRIDOR

S E

C O

N D

A R

Y P

A T

H O

F E

G R

E S

S

'-0

CHANGING RM

ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

10360 Ellison Circle Omaha, NE 68134 Phone:

402.991.5520

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS 06/20/2025

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

A u to d e s k D o c s /2

.0

V A

L o v e ll B

P o o l a n d H

V A

C R e p la c e m e n t/

.1

.0

A v

.r v t

/1

/2

:2

:0

P

M

GI101

LIFE SAFETY PLAN B132 POOL AND HVAC

REPLACEMENT

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-24-122

06/20/2025 JF TAA

100% CONSTRUCTION

DOCUMENTS

SCALE: 1/8" = 1'-0"GI101

5 FIRST FLOOR LIFE SAFETY PLAN

N

5 5 10 15 20

1/8" = 1'-0"

FEETSCALE

Revisions: Date:

zedeng.com 23022.018

W/D

DN

DN

10 9 8 7 6 5 4 3 2 1

G

F

E

D

C

B

GA

GE

GD

GC

GB

553 SF

MEN'S LOCKER

ROOM

TLTS1

83 SF

TOWEL ROOM

UCCL1

81 SF

MEN'S SHOWER

TLTS1

55 SF

WOMEN'S SHOWER

TLTS1

151 SF

WOMEN'S LOCKER

ROOM

TLTS1

128 SF

MEN'S STAFF

LOCKER

TLTU1

133 SF

WOMEN'S STAFF

LOCKER

TLTU1

439 SF

CORRIDOR

237 SF

WOMEN'S

RESTROOM

TLTS1

70 SF

MEN'S RESTROOM

TLTS1

4614 SF

THERAPEUTIC POOL

RTTP2

255 SF

OFFICE

OFA09

162 SF

SUPPLY ROOM

SRLW1

268 SF

EQUIPMENT ROOM

SRE01

82 SF

STAIR

8377 SF

EXERCISE AREA

PTEA1

104 SF

CORRIDOR

18 SF

JANITOR

JANC1

EXIST

FEC

921 SF

CONNECTING

CORRIDOR

CONTINUOUS FIRESAFE SEALANT

TOP AND BOTTOM, & BOTH SIDES

3 1/2" SOUND ATTENUATION BATT.

5/8" TYPE X GYPSUM BOARD, BOTH SIDES

3 5/8" METAL STUD @ 16" O.C. WITH

RUNNER CHANNELS ALONG TOP

AND BOTTOM

CONSTRUCTION

SIDE

PUBLIC

SIDE

6 MIL. FIRE RETARDANT VISQUEEN

MEMBRANE. CONTINUOUSLY ADHERE

TO THE STRUCTURAL DECK ABOVE AND

TO THE FLOOR BELOW WITH TAPE.

UNDERSIDE OF STRUCTURAL DECK

UL LISTING: U465

COORDINATE WITH EXISTING CEILING

PUBLIC

SIDE

1 HOUR FIRE RATED METAL DOOR ASSEMBLY

AND FRAME WITH SEALS, CARD READER OR

CONTRACTOR CORE PER OWNER'S

PREFERENCE, HARDWARE AND CLOSER

AIR PRESSURE MONITOR

HAND SANITIZER

SEAL ALL EDGES WITH TAPE

SEAL ALL EDGES WITH TAPE

REFER TO TEMPORARY BARRIER TYPE FOR

REQUIRED CONDITION TO STRUCTURE ABOVE

VA / OSHA TEMPORARY SIGNAGE

TEMPORARY WALLS. SEE PLAN AND PLAN NOTES

TEMPORARY CONSTRUCTION ACCESS DOORS

REFERENCE AREA FOR ABOVE CEILING

WORK ON FLOOR BELOW.

RE: ENGINEERING DRAWINGS FOR FULL

SCOPE OF WORK

BEYOND PROJECT BOUNDARY

PROJECT BOUNDARY

IC / PHASING LEGEND

CONSTRUCTION ACTIVITY - INFECTION RISK: // TYPE A, B, C AND D //

PATIENT RISK GROUP: // LOW, MEDIUM, HIGH OR HIGHEST //

CLASS OF PRECAUTION MATRIX: // I, II, III OR IV //

1. PROVIDE TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL

CONSTRUCTION PER NFPA 241. REFER TO DETAIL 2/GC101.

2. PROVIDE TEMPORARY INFECTION CONTROL CONSTRUCTION DOOR WITH

CARD READER ACCESS. REFER TO ELEVATION 3/GC101.

3. EXISTING DOOR TO SERVE AS TEMPORARY INFECTION CONTROL BARREIR.

PROVIDE A 24"X36" STICKY WALK OFF MAT AND HAND SANITIZER AT EACH

TEMPORARY DOOR LOCATION.

A. REFER TO LIST OF REQUIRED INFECTION CONTROL PRECAUTIONS OUTLINED

BY CLASS IN SPECIFICATION 010110 AND ADDITIONAL INFORMATION.

B. REFER TO DRAWINGS, SPECIFICATIONS AND DOOR HARDWARE SCHEDULE

FOR ADDITIONAL INFORMATION.

C. PROJECT SHALL BE COMPLETED IN A TWO PHASES.

D. COORDINATE FULL SCOPE OF WORK WITH ENGINEERING DRAWINGS AND

FIELD VERIFICATION. CONTRACTOR IS RESPONSIBLE FOR SCOPE OF ABOVE

CEILING WORK REQUIRED ABOVE AND BELOW THE FLOOR PLATE OF THE

PROJECT BOUNDARY.

E. COORDINATE LOCATION OF TEMPORARY INFECTION CONTROL (IC) BARRIER

WALL CONSTRUCTION AND INFECTION CONTROL (IC) MEASURES WITH COR

AND PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE. TEMPORARY

IC BARRIER WALL CONSTRUCTION LOCATIONS IN DRAWINGS ARE

APPROXIMATE. CONTRACTOR SHALL PROVIDE DRAWING TO COR AND

PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE ONCE ICRA

PROTOCOLS AND PLAN IS APPROVED.

F. SCHEDULE AND TIME OF CONSTRUCTION WORK TO BE APPROVED BY COR

AND NURSING STAFF BEFORE CONSTRUCTION MAY BEGIN. PROVIDE

PHASING INFORMATION FOR ABOVE CEILING WORK IN THE CONTRACTOR

PROVIDED CMP SCHEDULE FOR WORK ALSO REQUIRED ABOVE AND BELOW

THE FLOOR PLATE OF THE PROJECT BOUNDARY.

G. ABOVE CEILING WORK SHALL TAKE PLACE BETWEEN THE HOURS OF 5:00 PM

AND 5:00 AM. IN AREAS THAT REQUIRE ABOVE CEILING WORK WHERE

CEILINGS ARE TO REMAIN, CEILING TILES SHALL BE REMOVED AND STORED

IN A SAFE MANOR UNTIL CEILING TILES CAN BE REINSTALLED. DAMAGED

AND BROKEN CEILING TILES SHALL BE REPLACED BY CONTRACTOR.

H. EXIT/ACCESS FOR ADJACENT OPERATIONAL AREAS SHALL BE MAINTAINED

DURING NORMAL BUSINESS HOURS. SEE SPECIFICATION FOR HOURS OF

OPERATION.

I. WORK REQUIRING VIBRATION OR LOAD NOISE SHALL TAKE PLACE BETWEEN

THE HOURS OF 5:00 PM AND 5:00 AM. EVERY EFFORT SHALL BE MADE TO

KEEP NOISE AND VIBRATION TO A MINIMUM.

J. PROVIDE THE FOLLOWING INFECTION CONTROL MEASURES, A 24"X36"

STICKY WALK OFF MAT AND HAND SANITIZER AT EACH TEMPORARY DOOR

LOCATION. MAT SHALL BE REPLACED OR CLEANED AS NECESSARY

K. PROVIDE THE VA AND OSHA REQUIRED TEMPORARY SIGNAGE AT EACH

TEMPORARY DOOR LOCATION.

L. CONTRACTOR SHALL SUPPLY SPILL KIT. SPILL KIT TO INCLUDE SHOP VAC,

MULTI-PURPOSE SPILL CONTROL SORBENTS TO ABSORB NON AGGRESSIVE

LIQUIDS UP TO 30 GALLONS.

M. ALL NEW MATERIAL MOVED THROUGH THE FACILITY SHALL BE COVERED

WITH 4 MIL. POLY SHEET.

N. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE PROJECT

BOUNDARY THROUGH THE FACILITY TO DUMPSTER ALONG VA APPROVED

ROUTE IN ENCLOSED DUMPSTER CART DESIGNED FOR SUCH PURPOSED

WITH A LID.

O. ALL MATERIAL, DEBRIS AND HAZARDOUS MATERIALS SHALL BE PROPERLY

STORED IN DESIGNATED AREAS AND APPROVED CONTAINERS. FLAMMABLE

MATERIALS SHALL NOT BE STORED IN THE FACILITY.

P. PROVIDE CONTAINMENT CART FOR ABOVE CEILING ACCESS OUTSIDE

PROJECT BOUNDARY.

A. PROJECT AREAS TO BE OCCUPIED BY STAFF AND VETERANS THROUGHOUT

CONSTRUCTION.

B. REFER TO SPECIFICATION 01 00 00 FOR INFORMATION ON WORK DURATION

FOR EACH PHASE AND AREA OF WORK.

PHASING GENERAL NOTES

INFECTION CONTROL PLAN NOTES

INFECTION CONTROL GENERAL NOTES

INFECTION CONTROL PROJECT INFORMATION

PHASE 1. STAFF LOCKER ROOMS TO BE RENOVATED.

MEN'S AND WOMEN'S LOCKER ROOMS AND CORRIDOR 100

TO REMIAN OPERATIONAL DURING CONSTRUCTION.

EXERCISE AREA WILL BE OCCUPIED BY STAFF AND

VETERANS THROUGHOUT CONSTRUCTION. RENOVATION OF

STAFF LOCKER ROOMS MUST BE COMPLETED PRIOR TO

START OF PHASE 2.

PHASE 2. RENOVATION OF MEN'S AND WOMEN'S LOCKER

ROOM. CORRIDOR 100 AND STAFF LOCKER ROOMS TO

REMIAN OPERATIONAL DURING CONSTRUCTION. EXERCISE

AREA WILL BE OCCUPIED BY STAFF AND VETERANS

THROUGHOUT CONSTRUCTION.

PHASE 3. RENOVATION OF THE POOL AREA CAN OCCUR AT

ANY POINT DURING CONSTRUCTION. EXERCISE AREA WILL

BE OCCUPIED BY STAFF AND VETERANS THROUGHOUT

CONSTRUCTION.

PHASING LEGEND

ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

10360 Ellison Circle Omaha, NE 68134 Phone:

402.991.5520

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS 06/20/2025

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

A u to d e s k D o c s /2

.0

V A

L o v e ll B

P o o l a n d H

V A

C R e p la c e m e n t/

.1

.0

A v

.r v t

/1

/2

:2

:0

P

M

GC101

FIRST FLOOR INFECTION

CONTROL/ PHASING PLAN

B132 POOL AND HVAC

REPLACEMENT

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-24-122

06/20/2025 JF TAA

100% CONSTRUCTION

DOCUMENTS

SCALE: 1/8" = 1'-0"GC101

1 FIRST FLOOR PLAN INFECTION CONTROL/PHASING

SCALE: 1 1/2" = 1'-0"GC101

2 TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL CONSTRUCTION NFPA 241

SCALE: 1/4" = 1'-0"GC101

3 TEMPORARY WALL CONSTRUCTION ELEVATION

N

5 5 10 15 20

1/8" = 1'-0"

FEETSCALE

Revisions: Date:

zedeng.com 23022.018

CRAWL

SPACE

MECHANICAL

M01

CRAWL

SPACE

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

CHEMICAL

STORAGE

132-PNL-002-M01

132-MDP-001-M01

132-PNL-001-M01

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

FULLY SPRINKLERED

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

-1 -2

:2

:5

A u to d e s k D o c s

/2

.0

V

A L o v e ll A rc F la s h S tu d y /5

-1

.B u ild in g

25% SCHEMATIC DESIGN 11/20/2024

50% DESIGN DEVELOPMENT 01/31/2025

Revisions: Date: ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520

STAMP

www.specializedeng.com SES Project : 23022.018

DESIGNER OF RECORDCONSULTANT

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

1197 Farnsworth Rd. Suite E Waterville, OH 43566 castlehillassociates.com

ASBESTOS

BASEMENT LEVEL FLOOR PLAN -

OVERALL - ASBESTOS

B132 Pool and HVAC Replacement

556-24-122

HM100

ACPB

ASBESTOS LEGEND

ASBESTOS SAMPLE LOCATIONS

ASBESTOS LOCATIONS

NONE

ASBESTOS SOIL SAMPLE LOCATIONS NONE

Location

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

3/32" = 1'-0"

B132 - FIRST LEVEL FLOOR PLAN - OVERALL -

N

5 5 10 15 20 25 30

3/32" = 1'-0"

FEETSCALE

ASBESTOS

100% CONSTRUCTION

DOCUMENTS

06/20/2025

06/20/2025100% CONSTRUCTION DOCUMENTS

SURVAY SAMPLY LOCATIONS

EXERCISE

GYMNASIUM

JAN I

TOR

TOWEL

SERVICE

WOMENS

STAFF

LOCKERS

CORRIDOR

CO-1-01

OFFICE

MENS

STAFF

LOCKERS

CHANGING

ROOM

103A

TOILET

SHOWERS

TOILET

THERAPEUTIC

POOL

SHOWERS

MENS

LOCKER

EQUIPMENT

ROOM

104A

TRAMWAY

CORRIDOR

STAIRS

SW-1-01 132-PNL-002-105

132-PNL-001-105

132-PNL-001-CO101

132-PNL-001-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

FULLY SPRINKLERED

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

-1 -2

:2

:5

A u to d e s k D o c s

/2

.0

V

A L o v e ll A rc F la s h S tu d y /5

-1

.B u ild in g

.E

R

.r v t

3/32" = 1'-0"

B132 - FIRST LEVEL FLOOR PLAN - OVERALL -

N

5 5 10 15 20 25 30

3/32" = 1'-0"

FEETSCALE

Revisions: Date:

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

1197 Farnsworth Rd. Suite E Waterville, OH 43566 castlehillassociates.com

23022.018

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project :

Revisions: Date:

25% SCHEMATIC DESIGN 11/20/2024

50% DESIGN DEVELOPMENT 01/31/2025

25% SCHEMATIC DESIGN 11/20/2024

50% DESIGN DEVELOPMENT 01/31/2025

Revisions: Date: ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520

STAMP

www.specializedeng.com SES Project : 23022.018

DESIGNER OF RECORDCONSULTANT

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

1197 Farnsworth Rd. Suite E Waterville, OH 43566 castlehillassociates.com Location

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

ASBESTOS

FIRST LEVEL FLOOR PLAN -

OVERALL - ASBESTOS

B132 Pool and HVAC Replacement

556-24-122

HM101

ACPB

ASBESTOS LEGEND

ASBESTOS SAMPLE LOCATIONS

ASBESTOS LOCATIONS

NONE

100% CONSTRUCTION

DOCUMENTS

06/20/2025

CRAWL

SPACE

MECHANICAL

M01

CRAWL

SPACE

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

CHEMICAL

STORAGE

132-PNL-002-M01

132-MDP-001-M01

132-PNL-001-M01

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

FULLY SPRINKLERED

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

-1 -2

:2

:5

A u to d e s k D o c s

/2

.0

V

A L o v e ll A rc F la s h S tu d y /5

-1

.B u ild in g

.E

R

.r v t

3/32" = 1'-0"

B132 - BASEMENT LEVEL FLOOR PLAN - OVERALL -

N

5 5 10 15 20 25 30

3/32" = 1'-0"

FEETSCALE

Revisions: Date:

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

1197 Farnsworth Rd. Suite E Waterville, OH 43566 castlehillassociates.com

23022.018

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project :

Revisions: Date:

25% SCHEMATIC DESIGN 11/20/2024

50% DESIGN DEVELOPMENT 01/31/2025

25% SCHEMATIC DESIGN 11/20/2024

50% DESIGN DEVELOPMENT 01/31/2025

Revisions: Date: ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520

STAMP

www.specializedeng.com SES Project : 23022.018

DESIGNER OF RECORDCONSULTANT

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

1197 Farnsworth Rd. Suite E Waterville, OH 43566 castlehillassociates.com

LEAD-BASED PAINT

BASEMENT LEVEL FLOOR PLAN -

OVERALL - LEAD-BASED PAINT

B132 Pool and HVAC Replacement

556-24-122

HM102

ACPB

NONE

LEAD-BASED PAINT LOCATIONSLEAD-BASED PAINT LEGEND

LEAD-BASED PAINT SAMPLE LOCATIONS (XRF)

Location

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

100% CONSTRUCTION

DOCUMENTS

06/20/2025

EXERCISE

GYMNASIUM

JAN I

TOR

TOWEL

SERVICE

WOMENS

STAFF

LOCKERS

CORRIDOR

CO-1-01

OFFICE

MENS

STAFF

LOCKERS

CHANGING

ROOM

103A

TOILET

SHOWERS

TOILET

THERAPEUTIC

POOL

SHOWERS

MENS

LOCKER

EQUIPMENT

ROOM

104A

TRAMWAY

CORRIDOR

STAIRS

SW-1-01 132-PNL-002-105

132-PNL-001-105

132-PNL-001-CO101

132-PNL-001-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

FULLY SPRINKLERED

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

-1 -2

:2

:5

A u to d e s k D o c s

/2

.0

V

A L o v e ll A rc F la s h S tu d y /5

-1

.B u ild in g

.E

R

.r v t

3/32" = 1'-0"

B132 - FIRST LEVEL FLOOR PLAN - OVERALL -

N

5 5 10 15 20 25 30

3/32" = 1'-0"

FEETSCALE

Revisions: Date:

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

1197 Farnsworth Rd. Suite E Waterville, OH 43566 castlehillassociates.com

23022.018

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project :

Revisions: Date:

25% SCHEMATIC DESIGN 11/20/2024

50% DESIGN DEVELOPMENT 01/31/2025

25% SCHEMATIC DESIGN 11/20/2024

50% DESIGN DEVELOPMENT 01/31/2025

Revisions: Date: ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520

STAMP

www.specializedeng.com SES Project : 23022.018

DESIGNER OF RECORDCONSULTANT

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

1197 Farnsworth Rd. Suite E Waterville, OH 43566 castlehillassociates.com Location

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

LEAD-BASED PAINT

FIRST LEVEL FLOOR PLAN -

OVERALL - LEAD-BASED PAINT

B132 Pool and HVAC Replacement

556-24-122

HM103

ACPB

LEAD-BASED PAINT LEGEND

LEAD-BASED PAINT SAMPLE LOCATIONS (XRF)

LEAD-BASED PAINT LOCATIONS

METAL ROOF TRUSSES - POOL AND GYM

METAL BEAMS AND COLUMNS - POOL AND GYM

METAL TRUSSES ABOVE CEILING TILE - 1ST FLOOR

HALLWAY

METAL PASSAGE DOORS AND DOOR FRAMES - POOL

WOOD FLOOR BOARDS - GYM AHU LOFT FLOOR

METAL HVAC GRILLES - POOL WALLS

METAL DUCTS AT CEILING LEVEL - POOL CATWALK

GLAZED WALL BLOCKS - POOL WALLS

100% CONSTRUCTION

DOCUMENTS

06/20/2025

8910 Purdue Road, Suite 320 Indianapolis, IN 46268 Phone: 317.931.9800

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project : 23022.018

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS 06/20/2025

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

Au to de sk

D oc s:

//2

.0

VA

L ov el l B

Po ol a nd

H

VA

C R ep la ce m en t/2

3.

.0

1_ A_ v2 2.

rv t

/2

0/

:5 9:

P

M

B132 POOL AND HVAC

REPLACEMENT

3001 N GREEN BAY RD, NORTH CHICAGO, IL 60064

556-24-122

06/20/2025 CMB AWB

100% CONSTRUCTION

DOCUMENTS

Revisions: Date:

CI101

CIVIL GENERAL NOTES

GENERAL

1. FOR VIEWING CLARITY OF THESE PLANS, THE PIPES OR STRUCTURES

MAY NOT BE DRAWN TO SCALE.

2. THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A COMPLETE

INVENTORY OF ALL UTILITIES CURRENTLY ON OR NEAR THE SITE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PUBLIC AND/OR

PRIVATE UTILITY LOCATING SERVICES PRIOR TO STARTING

CONSTRUCTION.

3. THE SIZE AND LOCATIONS OF THE UTILITIES INDICATED ON THESE

PLANS ARE APPROXIMATE. THE CONTRACTOR IS TO DETERMINE AND

FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO

STARTING CONSTRUCTION ACTIVITIES.

4. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT

BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER OF RECORD AND COR PRIOR TO

CONSTRUCTION SO THAT REDESIGN OR CLARIFICATION MAY OCCUR.

DEMOLITION

1. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE

CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY

DISPOSED OF OFFSITE.

2. CONDUCT DEMOLITION AND CONSTRUCTION ACTIVITIES IN SUCH A

MANNER TO PROVIDE MINIMUM TRAFFIC DISRUPTIONS. CONTRACTOR

TO INSTALL TRAFFIC CONTROL DEVICES PER THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, AS NECESSARY.

3. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND

PROTECTED.

4. CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE

REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH

THE VA COR WELL IN ADVANCE OF NEED.

5. CONTRACTOR TO MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO

EXISTING BUILDINGS AND/OR SITE ENTITIES THAT ARE TO REMAIN.

7. CONCRETE TO BE SAWCUT SHALL BE SAWCUT TO THE NEAREST

CONCRETE JOINT BEYOND THE LIMITS ILLUSTRATED.

SITE PLAN

1. ALL DIMENSIONS ARE TO THE BACK OF CURB. WHEN CURBS ARE NOT

PRESENT, DIMENSION ARE TO THE EDGE OF PAVEMENT.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ON THE SITE PRIOR

TO CONSTRUCTION AND IDENTIFY DISCREPANCIES TO THE ENGINEER

OF RECORD AND COR.

3. SEE SHEET CS501 FOR PROPOSED SITE IMPROVEMENT DETAILS

REFERENCED.

4. WHERE WORK IS DONE IN EXISTING AREAS, THE EXISTING FINISHED

CONDITIONS SHALL BE REPAIRED OR REPLACED IF DAMAGED. IF

REPAIRS ARE REQUIRED NEW FINISHED CONDITIONS SHALL MATCH

EXISTING CONDITIONS, UNLESS OTHERWISE NOTED.

GRADING

1. CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IN IMPROVED

AREAS IS ACHIEVED. CONTRACTOR TO TEST AND CORRECT ANY “BIRD

BATH” CONDITIONS.

2. ALL SLOPES SHALL BE 3:1 OR FLATTER, UNLESS OTHERWISE SHOWN.

3. ALL GRADES AT THE PROJECT BOUNDARY OR PROPERTY LINE SHALL

MEET EXISTING GRADES.

4. PAVED AREAS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF

SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL

FILL AREAS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF

FILL.

5. ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE SITE

AFTER CONSTRUCTION IS COMPLETE.

UTILITIES

1. CONTRACTOR TO MAINTAIN ALL EXISTING UTILITIES TO STAY IN SERVICE

DURING CONSTRUCTION.

2. WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING, THE

LOCATION AND ELEVATION OF THE EXISTING PIPING AND STRUCTURES

SHALL BE FIELD VERIFIED BY THE CONTRACTOR. IF ANY DISCREPANCIES

ARE FOUND, THEN THE VA COR SHALL BE NOTIFIED IMMEDIATELY.

3. MEASUREMENTS AND SLOPES SHOWN ARE FROM CENTER OF

STRUCTURE TO CENTER OF STRUCTURE.

4. QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED BY

THE CONTRACTOR.

EROSION CONTROL

1. EROSION AND SEDIMENTATION CONTROL DEVICES TO BE INSTALLED

PRIOR TO BEGINNING CONSTRUCTION.

2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS

PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION

ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO

CASE MORE THAN SEVEN (7) DAYS AFTER WORK HAS CEASED, UNLESS

ACTIVITY IN THAT PART OF THE SITE WILL RESUME WITHIN TWENTY-ONE

(21) DAYS.

3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE

REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY

CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED,

AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY

INSTALLATION.

4. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES TO BE

MAINTAINED SUCH THAT THEY FUNCTION AS INTENDED. AFTER

COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL

DEVICES WHERE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED

AND EROSION IS NO LONGER EVIDENT. REMOVAL OF THE REMAINING

DEVICES SHALL OCCUR AS OTHER AREAS ARE ESTABLISHED.

5. EROSION CONTROL MEASURES SHALL BE INSPECTED EVERY SEVEN (7)

DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS

ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE

REPAIRED OR REPLACED IMMEDIATELY.

6. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL

CONSTRUCTION SHALL BE SEEDED, MULCHED, AND RESTORED IN

ACCORDANCE WITH THE SPECIFICATIONS.

7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO PREVENT

TRACKING OF SOIL ONTO PAVED ROADWAYS. THE CONTRACTOR SHALL

IMMEDIATLY REMOVE MUD/SOIL FROM PAVEMENT.

8. SEE SHEET CJ501 FOR PROPOSED EROSION AND SEDIMENT CONTROL

DETAILS REFERENCED.

AC ACRE

ABC AGGREGATE BASE COURSE

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

ALT ALTERNATE

APPROX APPROXIMATE

ARV AIR RELEASE VALVE

ASPH ASPHALT

ASSY ASSEMBLY

BC BACK OF CURB

BFP BACKFLOW PREVENTER

BLDG BUILDING

BLT BUILT

BM BENCHMARK

BNRY BOUNDARY

BO BLOW OFF

C/C CENTER TO CENTER

CB CATCH BASIN

CCTV CLOSED CIRCUIT TELEVISION

CFS CUBIC FEET PER SECOND

CHKV CHECK VALVE

CI CAST IRON

CIR CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL

JOINT

CL CENTER LINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CO CLEANOUT

COMM COMMUNICATION

CONC CONCRETE

CONST CONSTRUCT OR CONSTRUCTION

COR CORNER

CTR CENTER

CTRL CONTROL

CTV CABLE TELEVISION

CF CUBIC FEET

CY CUBIC YARD

CV CONTROL VALVE

DA DRAINAGE AREA

DAT DATUM

DBL DOUBLE

DDCV DOUBLE DETECTOR CHECK VALVE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE OR DIFFERENTIAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DOM DOMESTIC

DOT DEPARTMENT OF TRANSPORTATION

DS DOWNSPOUT

DW DOMESTIC WATER

EA EACH

EC EDGE OF CURB

EG EXISTING GRADE

EJ EXPANSION JOINT

ELEV ELEVATION

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION AGENCY

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EDGE OF SHOULDER

ESMT EASEMENT

EW END WALL

EX EXISTING

EXP EXPANSION

F/F FACE TO FACE

FDC FIRE DEPARTMENT CONNECTION

FES FLARED END SECTION

FFE FINISH FLOOR ELEVATION

FHA FIRE HYDRANT ASSEMBLY

FNC FENCE

FOC FACE OF CURB

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPW FIRE PROTECTION WATER SUPPLY

FSP FIRE STANDPIPE

FT FEET OR FOOT

G NATURAL GAS OR GAS LINE

GA GAGE

GAL GALLON

GEN GENERATOR

GPD GALLONS PER DAY

GT GREASE TRAP

GV GATE VALVE

GUT GUTTER

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP OR HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDWL HEADWALL

HH HAND HOLE

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

HV HOSE VALVE

HWY HIGHWAY

HYD HYDRANT

IE INVERT ELEVATION

INCL INCLUDED

INFO INFORMATION

INV INVERT

IW IRRIGATION WATER

LAT LATITUDE

LF LINEAR FEET (FOOT)

LOC LOCATION

LONG LONGITUDE OR LONGITUDINAL

LOS LINE OF SIGHT

LP LOW POINT OR LIGHT POLE

LT LEFT

MAX MAXIMUM

MB MAIL BOX

MEG MEET EXISTING GRADE

MEMO MEMORANDUM

MFG MANUFACTURED OR MANUFACTURE

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MOD MODIFY

MOT MAINTENANCE OF TRAFFIC

MULT MULTIPLE

MUNIC MUNICIPAL

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

PAR PARALLEL

PAVT PAVEMENT

PB PULL BOX

PC POINT OF CURVE

PCC POINT OF COMPOUND CURVE

PCCP CONCRETE PAVEMENT

PE POLYETHYLENE (PLASTIC)

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PROFILE GRADE

PH PHASE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PP POWER POLE OR POLYPROPYLENE

PR PROPOSED

PREV PREVIOUS

PRC POINT OF REVERSE CURVE

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PRV PRESSURE RELIEF VALVE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE (PLASTIC)

R RADIUS

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

RDC REDUCER

REQ REQUIRE OR REQUIRED

RFI REQUEST FOR INFORMATION

ROW RIGHT OF WAY

RR RAILROAD

RT RIGHT

SAN SANITARY

SB SPLASH BLOCK

SCH SCHEDULE

SD STORM DRAIN

SDL SADDLE

SECT SECTION

SEP SEPARATE

SF SQUARE FOOT (FEET)

SGL SINGLE

SHLDR SHOULDER

SOV SHUT OFF VALVE

SPEC SPECIFICATION

SF SQUARE FEET

SS SANITARY SEWER

STA STATION

STD STANDARD

STM STEAM

SURF SURFACE

SURV SURVEY

SW SIDEWALK

SY SQUARE YARD

T TELEPHONE

TBM TEMPORARY BENCHMARK

TB-XX TEST BORING-XX (E.G., TB-01)

TD TRENCH DRAIN

TE TOP ELEVATION

TEMP TEMPORARY

THK THICKNESS

TOB TOP OF BANK

TOC TOP OF CURB

TOPO TOPOGRAPHY

TOS TOE OF SLOPE

TP TELEPHONE POLE

TYP TYPICAL

TW TOP OF WALL

UD UNDERDRAIN

UP UTILITY POLE

UTIL UTILITY

USGS U.S. GEOLOGICAL SURVEY

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

W WATER LINE

WM WATER METER OR WATER MAIN

WT WATER TABLE

WTR WATER

WW WASTE WATER

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

LIGHT DUTY

ASPHALT LIMITS

CONCRETE LIMITS

GRAVEL LIMITS

CONSTRUCTION FENCE

TREE PROTECTION

SANITARY SEWER

UNDERGROUND ELECTRIC

STORM SEWER

WATER MAIN

UE

UNDERGROUND

COMMUNICATIONS

DIRECTION OF FLOW

MATCH EXISTING GRADE

TOP OF CURB

GUTTER

SF

INLET PROTECTION

TEMPORARY SEEDING

CONCRETE WASHOUT AREA

CONSTRUCTION STAGING

AREA

TC 643.50

GU 643.00

640.00

M.E.G.

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

SANITARY FORCE MAIN >

SANITARY STRUCTURE

STORM STRUCTURES

SILT FENCE

BUILDING LIMITS

ASPHALT RESURFACING

LIMITS

LIGHT POLE

SIGN

XX LF OF XX" WM

XX LF OF XX" PVC

WATER TEE, BENDS

WATER MAIN VALVE

HEAVY DUTY

ASPHALT LIMITS

SPOT ELEVATION

CLEANOUT

FIRE HYDRANT

FIRE MAIN FM

GAS MAIN G

FIBER OPTIC FO

ROOF DRAIN RD

CENTERLINE

FEMA FLOOD ZONE PARKING BUMPER

SECTION NAME

SECTION LOCATED ON SHEET NO.

WATER MAIN REDUCER

TP TP

UNDER DRAIN UD

CLCOIR LOG

TOP OF CURB

EDGE OF PAVEMENT

TC 643.50

EP 643.00

CS501

CO

IP

XX LF OF XX" RCP

@ X.XX%

@ X.XX%

S

D

UT

CHILLED WATER MAIN CHW

TRAMWAY

TRAMWAY

TR

AM

W

AY

TR

AM

W

AY

EXISTING BRICK

BUILDING

(BLDG 132)

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CH

W

CHW

CH

W

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CH

W

CHW

CH

W

CHW

SWIMMING

POOL

TR

AM

W

AY

D

D

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

D

SD

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE UE UE UE UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

TRAMWAY

CH

W

CH

W

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CH

W

CH

W

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

10'

TAP TO EXIST. WTR.

MAIN. VERIFY EXACT

LOCATION IN FIELD.

CONTINUE WATER LINES

INTO BASEMENT AS PER

MECHANICAL PLANS

REPLACE ANY DAMAGED

CONCRETE CURB AND GUTTER

UPON PROJECT COMPLETION.

VERIFY LENGTH IN FIELD

16' V.I.F.

CONTINUE WATER LINES

INTO TRAMWAY PER

MECHANICAL PLANS

20'

8910 Purdue Road, Suite 320 Indianapolis, IN 46268 Phone: 317.931.9800

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project : 23022.018

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS 06/20/2025

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

Au to de sk

D oc s:

//2

.0

VA

L ov el l B

Po ol a nd

H

VA

C R ep la ce m en t/2

3.

.0

1_ A_ v2 2.

rv t

/2

0/

:5 9:

P

M

B132 POOL AND HVAC

REPLACEMENT

3001 N GREEN BAY RD, NORTH CHICAGO, IL 60064

556-24-122

06/20/2025 CMB AWB

100% CONSTRUCTION

DOCUMENTS

Revisions: Date:

SITE DEVELOPMENT PLAN KEYNOTES

0 2010

N

1. CONCRETE EQUIPMENT PAD

2. AWWA C900 DR18, 6-INCH DIA. CHILLED WATER PIPE, SUPPLY

3. AWWA C900 DR18, 6-INCH DIA. CHILLED WATER PIPE, RETURN

CS101

SITE DEVELOPMENT PLAN

TRAMWAY

TR

AM

W

AY

TR

AM

W

AY

EXISTING BRICK

BUILDING

(BLDG 132)

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CH

W

CHW

CH

W

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CH

W

CHW

CH

W

CHW

CHW

SWIMMING

POOL

TR

AM

W

AY

D

D

D

TRAMWAY

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

20'

CH

W

CH

W

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CH

W

CH

W

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

MIN. LENGTH: 50'

12'

SF

SF

SF

SF

SF

8910 Purdue Road, Suite 320 Indianapolis, IN 46268 Phone: 317.931.9800

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project : 23022.018

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS 06/20/2025

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

Au to de sk

D oc s:

//2

.0

VA

L ov el l B

Po ol a nd

H

VA

C R ep la ce m en t/2

3.

.0

1_ A_ v2 2.

rv t

/2

0/

:5 9:

P

M

B132 POOL AND HVAC

REPLACEMENT

3001 N GREEN BAY RD, NORTH CHICAGO, IL 60064

556-24-122

06/20/2025 CMB AWB

100% CONSTRUCTION

DOCUMENTS

Revisions: Date:

EROSION & SEDIMENT CONTROL KEYNOTES

0 2010

N

CJ101

EROSION CONTROL PLAN

1. SILT FENCE

2. CONCRETE WASHOUT

3. STAGING AREA

4. CONSTRUCTION ENTRANCE

5. COIR LOG

SF

CL CL

RESTORE ALL DISTURBED

GRASS UPON COMPLETION

OF CONSTRUCTION.

8910 Purdue Road, Suite 320 Indianapolis, IN 46268 Phone: 317.931.9800

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project : 23022.018

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS 06/20/2025

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

Au to de sk

D oc s:

//2

.0

VA

L ov el l B

Po ol a nd

H

VA

C R ep la ce m en t/2

3.

.0

1_ A_ v2 2.

rv t

/2

0/

:5 9:

P

M

B132 POOL AND HVAC

REPLACEMENT

3001 N GREEN BAY RD, NORTH CHICAGO, IL 60064

556-24-122

06/20/2025 CMB AWB

100% CONSTRUCTION

DOCUMENTS

Revisions: Date:

CS501

MISCELLANEOUS DETAILS

CONCRETE EQUIPMENT PAD SECTION

10" 10"6"

1"R

SIZE PER

EQUIPMENT

MANUFACTURER'S

REQUIREMENTS

4000 PSFI, FIBER

REINFORCED CONCRETE

EXISTING

GRADE

COMPACTED SUBGRADE

2"

COMPACTED AGGREGATE

BASE COURSE

#4 REBAR, 12" O.C.

EACH WAY

6"

PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL

GREATER THAN 5' FROM EDGE OF PAVEMENT

MIN. 1.25 Bc+12"

THAN 5'

REGULAR BACKFILL

4"

Bc

NOTES:

1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED

IN 6" TO 12" BALANCED LIFTS.

2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH

LEGEND

Bc = OUTSIDE DIAMETER

D = INSIDE DIAMETER

d = DEPTH OF BEDDING

MATERIAL BELOW PIPE

SIDE OF THE INSTALLED PIPE.

MIN.

12"

GREATER

EDGE OF PAVEMENT,

CURB, GUTTER, OR

SIMILAR STRUCTURE

IN THE PUBLIC R/W

FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO VA STANDARD

DETAIL 32 12 16-02 "TYPE 2 UTILITY TRENCH PATCH".

FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT

EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER

IS GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR

LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE

COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS

GREATER.

REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH

PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

TYPE 1 UTILITY TRENCH PATCH

4'-0" MAX.

1'-0" MAX.1'-0" MAX.

TRENCH

BACKFILL

ABC 100% MIN.

COMPACTION

ASPHALTIC CONCRETE

SAW CUT EXISTING.

ASPHALT FULL DEPTH

BOTH SIDESTACK COAT (TYP.)

EXISTING

PAVEMENT

MIN. 6" TOPSOIL

TO ENSURE

GRASS GROWTH

#8 CRUSHED STONE OR

APPROVED EQUIV. CLASS I

BEDDING MATERIAL HAND

TAMPED OR WALKED INTO

PLACE

STAPLES

(2 PER BALE)

STRAW BALE

10 mil PLASTIC LINING

NATIVE MATERIAL

(OPTIONAL)

WOOD OR

METAL STAKES

(2 PER BALE)

BINDER WIRE

CONCRETE WASHOUT

NOTES

1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.

2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE

WASHOUT FACILITY.

3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE

REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED.

4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE

TEMPORARY CONCRETE WASHOUT FACILITY SHALL BE BACKFILLED, REPAIRED, AND

STABILIZED TO PREVENT EROSION.

PLYWOOD

48"X24"

PAINTED WHITE

BLACK LETTERS

6" HEIGHT

LAG SCREWS

WOOD POST

3.5"X3.5"X8'

CONCRETE

WASHOUT

8"

2"

1.12" DIA

STEEL WIRE

STAPLE DETAI

SIGN DETAI

10' MINIMUM

VA

R

IE

S

10 mil PLASTIC LINING

TYPE "ABOVE GRADE" WITH STRAW BALES

STRAW BALE (TYP)

TYPE "BELOW GRADE"

BERM

10 mil PLASTIC LINING

SECTION A-A

PLAN

SANDBAG

10 mil PLASTIC LINING

LATH AND

FLAGGING ON

3-SIDES

BERM

3'

10' MINIMUM

VA

R

IE

S

SANDBAG

10 mil PLASTIC LINING

STAKE

(TYP)

TWO-STACKED

2"X12" ROUGH

WOOD FRAME

10' MINIMUM

VA

R

IE

S

10 mil

PLASTIC

LINING

WOOD FRAME SECURELY

FASTENED AROUND

ENTIRE PERIMETER

WITH TWO STAKES

TYPE "ABOVE GRADE" WITH WOOD

PLANKS

SLOPE

8" M

IN

4"

" M

IN

" M

IN

TEMPORARY SILT BARRIER

POST

SPACED

6' O.C.

FILTER FABRIC

COMPACTED

SOIL

EX. SUBGRADE12' M

INIMUM

AS REQUIRED

PUBLIC ROAD

50' MIN

6" MIN

CONSTRUCTION ENTRANCE

NOTES

A. GRAVEL PAD TO BE 12'x50' AND 6" THICK MINIMUM

B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS

IS TO BE PROVIDED.

C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM

UTILITY BY ALL CONSTRUCTION VEHICLES.

D. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT

TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC

TOPDRESSING WITH STONE WILL BE NECESSARY; KEEP SOME

HANDY.

E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE

CLEANED UP IMMEDIATELY.

NOTES

APPLICABLE AT ALL POINTS OF INGRESS &

EGRESS UNTIL SITE IS STABLIZED. FREQUENT

CHECKS OF THE DEVICE AND TIMELY

MAINTTENANCE MUST BE PROVIDED.

COARSE AGGREGATE

2-3"

STEP 1: STAGGER 30" ATRA ANCHORS, OR APPROVED EQUAL, AT

2' O.C. ON EACH SIDE OF THE COIR LOG, DRIVING THE

ATRA ANCHOR INTO THE GROUND UNTIL THE TOP OF THE

ANCHOR IS NEARLY EVEN WITH THE COIR LOG OR UNTIL

REFUSAL.

STEP 2: USE TP-93 TENDON, OR APPROVED EQUAL, AS SPECIFIED TO LASH

ANCHORS AND LOGS TOGETHER USING THE ANCHOR HEAD. TIE A KNOT IN

THE ROPE LASHING AT EVERY ANCHOR HEAD AND EVERY 2.0' TO

PROPERLY SECURE THE SYSTEM.

STEP 3: DRIVE ANCHORS INTO SOIL SUCH THAT THE TENDON IS

TAUGHT AND THE ANCHORS REST EVEN WITH THE

UNDERLYING SOIL SURFACE.

PLAN VIEW

CROSS SECTIONAL VIEW

N.T.S.

N.T.S.

COIR LOG ANCHORING

COIR LOG END SECURING OPTION 2:

PLACE ADDITIONAL 30" ATRA GFRP ANCHORS AT END

SECTIONS OF D2 COIR LOGS AND LASH TOGETHER AS

SHOWN.

COIR LOG END SECURING OPTION 1:

LACE THE END SECTIONS OF THE D2 COIR LOGS TOGETHER

USING TENDON. MAINTAINS CONTINUOUS STAKING PATTERN.

COIR LOG END SECURING DETAIL

2'-0"

6"

*6 "12

1"

NTS

CONCRETE CURB AND GUTTER

2"R

TOPSOIL

7"

6"

1"R

* REVERSE

SLOPE

GUTTER 3

4"R

NOTE:

EXPANSION JOINT REQUIRED AT CHANGES IN DIRECTION

AND CONTRACTION JOINTS EVERY 20'-0"

4000 PSI, AIR ENTRAINED CONCRETE

SCHEDULE OF SPECIAL INSPECTIONS

MATERIAL / ACTIVITY SERVICE Y/N FREQUENCY

INSPECTION OF FABRICATORS

VERIFY FABRICATION / QC PROCEDURES

STEEL CONSTRUCTION

IN-PLANT REVIEW Y CONTINUOUS

HIGH-STRENGTH BOLTS, NUTS AND WASHERS REVIEW MATERIAL MARKINGS AND

CERTIFICATES OF COMPLIANCE Y PERIODIC

Y PERIODIC

Y PERIODIC

Y PERIODIC

WELD FILLER MATERIALS

INSPECTION OF ANCHOR RODS

STRUCTURAL STEEL WELDING

INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH CONSTRUCTION

DOCUMENTS AND APPROVED SHOP DRAWINGS

REVIEW MATERIAL MARKINGS AND

CERTIFICATES OF COMPLIANCE

FIELD INSPECTION

FIELD INSPECTION

SHOP AND FIELD INSPECTIONS

N

CONCRETE CONSTRUCTION

Y CONTINUOUSINSPECTION OF REINFORCING STEEL INSTALLATION FIELD INSPECTION

Y CONTINUOUSVERIFICATION OF REQUIRED CONCRETE MIX DESIGN REVIEW SUBMITTALS

Y PERIODICFRESH CONCRETE SAMPLING FIELD TESTING

Y PERIODICCONCRETE PLACEMENT

Y CONTINUOUSCONCRETE CURING OPERATIONS FIELD REVIEW

FIELD REVIEW

Y CONTINUOUSEVALUATION OF CONCRETE STRENGTH FIELD TESTING AND REVIEW OF

LABORATORY REPORTS

1.

2.

3.

4.

5.

THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTOR(S) TO PROVIDE INSPECTIONS DURING CONSTRUCTION LISTED IN THIS SECTION. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE IN THE INSPECTIONS BEING PERFORMED TO THE SATISFACTION OF THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL HAVE EXPERIENCE WITH AT LEAST FIVE OTHER PROJECTS SIMILAR

IN NATURE.

THE PURPOSE OF THE INSPECTIONS SHALL BE TO ENFORCE COMPLIANCE WITH THE CONSTRUCTION DRAWINGS, SPECIFICATIONS, AND STATE AND LOCAL

BUILDING CODES IN EFFECT.

SPECIAL INSPECTORS SHALL KEEP RECORD OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ENGINEER OF RECORD. REPORTS SHALL INDICATE THAT THE WORK INSPECTED WAS PERFORMED IN CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. ANY CORRECTIONS THAT WERE NOT COMPLETED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD. IF DISCREPANCIES ARE NOT CORRECTED BY THE CONTRACTOR, SPECIAL INSPECTOR SHALL ISSUE A NOTIFICATION OF NON-COMPLIANCE (NNC)

TO THE ENGINEER OR RECORD.

THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION CONTROL OF THE WORKMANSHIP. IF FABRICATOR IS ENROLLED IN A NATIONALLY ACCEPTED INSPECTIONS PROGRAM (SATISFACTORY TO THE ENGINEER AND BUILDING OFFICIAL), THIS IS NOT REQUIRED. ANY CORRECTIONS THAT WERE NOT COMPLETED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD.

EACH SPECIAL INSPECTOR IS RESPONSIBLE TO REVIEW THE PLANS THOROUGHLY AND SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO ESTABLISH IF HE CAN INSPECT THOSE ITEMS ENTRUSTED TO HIM. ALL AMBIGUITIES OR OMISSIONS IN THE APPROVED PLANS THAT CREATE ANY FORM OF DOUBT FOR THE SPECIAL INSPECTOR SHALL BE RESOLVED THROUGH THE PROPER CHANNELS PRIOR TO CONSTRUCTION.

NOTES:

PERIODIC

MASONRY VENEER LINTEL SCHEDULE

MASONRY VENEER

OPENING SIZE LINTEL DESCRIPTION DIAGRAM (SEE NOTE 4)

0' - 0" TO 5' - 0"

GREATER THAN 5' - 0"

TO 7' - 0" L6x4x5/16 (LLV)

GREATER THAN 7' - 0"

TO 10' - 0" L7x4x3/8 (LLV)

L4x4x5/16

1.

2.

3.

4.

NOTES:

PROVIDE 1" OF BEARING PER FOOT OF SPAN WITH MINIMUM 8" EACH

END OF LINTELS, UNLESS NOTED OTHERWISE.

ALL EXPOSED STEEL SHALL BE HOT-DIP GALVANIZED IN

CONFORMANCE WITH ASTM A123.

WHERE LINTELS ARE NOT SPECIFICALLY SHOWN OR NOTED ON THE

STRUCTURAL OR ARCHITECTURAL DRAWINGS, PROVIDE THE

FOLLOWING LINTELS OVER ALL OPENINGS AND RECESSES IN BOTH

INTERIOR AND EXTERIOR NON-LOAD-BEARING WALLS.

LINTEL SHALL BE A DOUBLE ANGLE AT 8" NOMINAL CONCRETE BLOCK

AND A SINGLE ANGLE AT 4" NOMINAL MASONRY VENEER.

BAR SIZE TENSION DEVELOPMENT

LENGTH

DEVELOPMENT LENGTH IN

THICK CONCRETE

#3 1' - 3" 1' - 7" 1' - 7"

#4 1' - 7" 2' - 1"

#5 2' - 0" 2' - 7"

#6 2' - 5" 3' - 1"

#7 3' - 6" 4' - 6"

NOTES:

1.

2.

3.

THICK CONCRETE IS DEFINED AS A HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW A

FOOTING, SLAB, WALL, OR OTHER CONCRETE MEMBER

ALL REINFORCING BARS ARE TO BE SPLICED WITH A CLASS B LAP SPLICE, U.N.O.

CONCRETE CLEAR COVER > NOMINAL BAR DIAMETER

TYPICAL LAP SPLICE

LENGTH

f'c 4,000 PSI CONCRETE CONSTRUCTION DEVELOPMENT

AND CLASS B LAP SPLICE LENGTHS

2' - 1"

2' - 9"

3' - 5"

4' - 1"

5' - 11"

LAP SPLICE LENGTH IN

THICK CONCRETE

#8 4' - 0" 5' - 2"

#9 4' - 6" 5' - 10"

6' - 9"

8' - 6"

2' - 1"

2' - 7"

3' - 1"

4' - 6"

5' - 2"

5' - 10"

MISCELLANEOUS SYMBOLS

NORTH ARROW

GRIDLINES

EARTH

SECTION NUMBER

SHEET NUMBER

S101

S101

CALLOUT NUMBER

SHEET NUMBER

A

ELEVATION REFERENCE

LIMIT OF EXTENT

CONTINUOUS EXTENT

GRAVEL

Name Elevation

FLOOR DRAIN

FD

N

CONCRETE WASH

PIPE PENETRATION THRU FDN WALL.

COORD. LOCATION & INVERT ELEV. W/

APPROPRIATE TRADE. SEE Sxxx DETAIL.

ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

10360 Ellison Circle Omaha, NE 68134 Phone:

402.991.5520

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS 06/20/2025

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

Au to de sk

D oc s:

//2

.0

VA

L ov el l B

Po ol a nd

H

VA

C R ep la ce m en t/2

3.

.0

1_ A_ v2 2.

rv t

6/

/2

2:

:0

PM

SI001

STRUCTURAL ABBREVIATIONS,

SYMBOLS, & GENERAL NOTES

B132 POOL AND HVAC

REPLACEMENT

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-24-122

06/20/2025 ESB DSE

100% CONSTRUCTION

DOCUMENTS

GENERAL

THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF

NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC.

THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH AQUATICS, CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS AND SPECIFICATIONS.

THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL SPECIFICATIONS FOR THE PROJECT. IF A DISCREPANCY OCCURS BETWEEN THE NOTES AND THE FULL SPECIFICATIONS, THE MORE STRINGENT

REQUIREMENT SHALL APPLY.

NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE WITHOUT

THE APPROVAL OF THE STRUCTURAL ENGINEER.

CONTRACTOR TO COORDINATE ALL EQUIPMENT, ROOF DRAINS, CHASES, AND OTHER ITEMS CONNECTED TO THE STRUCTURE BEFORE

FABRICATION BEGINS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

CONCRETE MIX DESIGN SUBMITTAL

THE CONTRACTOR SHALL SUBMIT FOR THE REVIEW OF THE STRUCTURAL ENGINEER A MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE. EACH MIX DESIGN SHALL BE IDENTIFIED BY A MIX NUMBER OR OTHER UNIQUE IDENTIFICATION. THE CONTRACTOR SHALL NOT VARY FROM THE MIX DESIGNS NOR USE ANY CONCRETE OTHER THAN THE APPROVED MIX DESIGNS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. MIX DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING INFORMATION:

MIX DESIGN NUMBER OR UNIQUE IDENTIFICATION AND INTENDED LOCATION OF PLACEMENT.

CEMENT TYPE, PROPORTION AND NAME OF MANUFACTURER.

FLY ASH PROPORTION (WHEN USED), LABORATORY ANALYSIS CERTIFICATION, AND NAME AND LOCATION OF SUPPLIER.

COURSE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.

FINE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.

MIXING WATER PROPORTION AND SOURCE.

ADMIXTURE DOSAGES, PRODUCT NAME(S) AND MANUFACTURER NAME(S).

FIBER REINFORCEMENT DOSAGE (WHEN USED), PRODUCT NAME AND MANUFACTURER NAME.

DESIGN 28-DAY COMPRESSIVE STRENGTH (F'C).

DESIGN SLUMP RANGE.

DESIGN AIR-ENTRAINMENT (FOR CONCRETE REQUIRING ENTRAINED AIR).

STATISTICAL ANALYSIS OF LABORATORY STRENGTH TEST DATA IN ACCORDANCE WITH "STANDARD DEVIATION"

DETERMINATION OUTLINED IN ACI 318.

1.

2.

3.

SHOP DRAWING SUBMITTALS

THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. DRAWINGS

SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED.

SUBMIT ELECTRONIC VERSIONS OF SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN PDF FORMAT.

SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

CONCRETE MIX

CONCRETE REINFORCEMENT

MISCELLANEOUS STRUCTURAL STEEL

1.

2.

3.

4.

5.

6.

7.

8.

PRODUCT DATA SUBMITTALS

THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED BELOW. CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES, AND PATTERNS AS A BASIS OF DESIGN. PRODUCTS OF AUTHORIZED EQUAL MANUFACTURER'S EQUIVALENT TO COLORS, FINISHES, TEXTURES, AND PATTERNS OF MANUFACTURERS LISTED THAT MEET REQUIREMENTS OF TECHNICAL SPECIFICATIONS IN EVERY RESPECT MAY BE ACCEPTABLE WITH SUBMITTAL OF A COMPLETED SUBSTITUTION REQUEST CONTAINING ALL PRODUCT DATA, TESTING AND ACTUAL

SAMPLES, AND UPON APPROVAL IN WRITING BY CONTRACTING OFFICER.

SUBMIT ELECTRONIC VERSIONS OF PRODUCT DATA IN PDF FORMAT TO THE STRUCTURAL ENGINEER AND COR FOR REVIEW.

FIBER REINFORCEMENT FOR CONCRETE

CONCRETE REINFORCEMENT

CONCRETE CURING COMPOUND

CONCRETE JOINT SEALANT

WATER STOPS

EXPANSION ANCHORS

ADHESIVE ANCHORS

NON-SHRINK GROUT

CONCRETE

REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE (ACI 318) AND COMMENTARY (ACI 318R).

MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301). READY-MIXED CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94. IN CASE OF A

DISCREPANCY, THE PLANS AND SPECIFICATIONS SHALL GOVERN.

CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR TYPE II, UNO. CEMENTITIOUS MATERIAL CONTENT SHALL BE ADEQUATE FOR THE SPECIFIED REQUIREMENTS FOR STRENGTH, WATER-CEMENT RATIO, DURABILITY, AND FINISHABILITY.

FLY ASH SHALL CONFORM TO ASTM C618, CLASS C OR F. THE RATIO OF THE AMOUNT (BY WEIGHT) OF FLY ASH TO TOTAL CEMENTITIOUS MATERIALS IN THE MIX SHALL NOT EXCEED 25 PERCENT. MAXIMUM COMPLEMENTARY CEMENTING MATERIALS (EX. FLY ASH, SLAG, SILICA FUME) AS A PERCENTAGE OF TOTAL WEIGHT OF CEMENTITIOUS MATERIAL SHALL BE 50 PERCENT. WATER/CEMENT RATIO SHALL BE BASED ON TOTAL CEMENTITIOUS MATERIAL, INCLUDING COMPLEMENTARY CEMENTING MATERIALS.

NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33. ALL CONCRETE SHALL BE NORMAL WEIGHT UNLESS NOTED

OTHERWISE.

LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C330. LIGHTWEIGHT AGGREGATES SHALL BE PRE-SOAKED TO SATURATED-

SURFACE-DRY (SSD) CONDITION PRIOR TO MIXING.

WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494. THE USE OF WATER REDUCERS AND SUPER PLASTICIZERS IS ALLOWED, BUT NOT REQUIRED. ALL ADMIXTURES SHALL BE CHLORIDE FREE UNLESS OTHERWISE APPROVED BY THE ENGINEER.

AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260 AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE COMPATIBLE

WITH OTHER ADMIXTURES.

USE OF CONSTRUCTION JOINTS AT LOCATIONS OTHER THAN THOSE INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO THE

STRUCTURAL ENGINEER FOR REVIEW.

THE CONTRACTOR SHALL MEASURE SLUMP. IF CONCRETE IS PUMPED, SLUMP SHALL BE MEASURED AT…