Bid Documents Ammended Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Sean Fitzpatrick

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

LEBANON, KY

856CM3012

N/A Project Manager/ COR

07/19/2024Revisions: Date:

Bobbie Griffin Department of Veterans Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov Sheet of 84

VCI Project Management Construction Management Engineering

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

SITE LOCATION MAP

SCALE: NTS

SITE LOCATION AND ACCESS MAP

SCALE: NTS

PROJECT TEAM

FIRM PANEL

SCALE: NTS

COVERSHEET

N

SHEET INDEX

SHEET

NO.

DRAWING

NO. SHEET TITLE

1 G-001 COVERSHEET

DEPARTMENT OF VETERANS AFFAIRS

LEBANON NATIONAL CEMETERY

CORRECT CEMETERY FACILITY CONDITION ASSESSMENT (FCA) DEFICIENCIES

NCA PROJECT NO. 856CM3012

20 HWY 208, LEBANON, KY 40033

N

STANDARDS OF CONDUCT

1. THE NATIONAL CEMETERY ADMINISTRATION HONORS VETERANS WITH A FINAL RESTING PLACE AND LASTING MEMORIALS THAT COMMEMORATE THEIR SERVICE TO OUR NATION. NATIONAL CEMETERIES ARE NATIONAL SHRINES. THE STANDARDS OF WORK, APPEARANCE, AND PROCEDURES PERFORMED BY THE CONTRACTOR AT THE CEMETERY SHALL REFLECT THIS NATIONS CONCERN FOR THOSE INTERRED THERE.

DUE TO THE SENSITIVE MISSION OF THE CEMETERY, CONTRACTOR PERSONNEL MUST EXERCISE AND

EXHIBIT ABSOLUTE DECORUM, COMPOSURE, AND STABILITY AT ALL TIMES.

2. THE BURIAL ACTIVITIES AT A NATIONAL CEMETERY SHALL TAKE PRECEDENCE OVER CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL COOPERATE AND COORDINATE WITH THE CEMETERY DIRECTOR IN ARRANGING CONSTRUCTION SCHEDULE ACTIVITIES TO CAUSE THE LEAST POSSIBLE INTERFERENCE WITH CEMETERY ACTIVITIES IN ACTUAL BURIAL AREAS. CONSTRUCTION NOISE DURING THE INTERMENT SERVICES SHALL NOT DISTURB THE SERVICE. TRUCKS AND WORKMEN SHALL NOT PASS THROUGH THE

SERVICE AREA DURING THIS PERIOD.

3. THE CONTRACTOR SHALL CEASE WORK OPERATIONS AS NECESSARY TO ENSURE THAT NO CONTRACT WORK CAUSES ANY FUNERAL, CEREMONY, PROCESSION OR VISITATION BE DELAYED, ALTERED, OR OTHERWISE IMPACTED IN SUCH A WAY THAT THE DIGNITY, SERENITY OR SECURITY OF THE EVENT IS

COMPROMISED.

4. THE CONTRACTOR IS REQUIRED TO DISCONTINUE HIS WORK SUFFICIENTLY IN ADVANCE OF EASTER SUNDAY, MOTHER'S DAY, FATHER'S DAY, MEMORIAL DAY, VETERAN'S DAY AND FEDERAL HOLIDAYS, TO PERMIT THE CONTRACTOR TO CLEAN UP ALL AREAS OF OPERATION ADJACENT TO EXISTING BURIAL PLOTS BEFORE THESE DATES. CLEANING UP SHALL INCLUDE THE REMOVAL OF ALL EQUIPMENT, TOOLS, MATERIALS AND DEBRIS AND LEAVING THE AREAS IN A CLEAN, NEAT CONDITION.

5. WORKMEN ARE SUBJECT TO RULES OF THE CEMETERY APPLICABLE TO THEIR CONDUCT. WHILE ON SITE AT THE NATIONAL CEMETERY, CONTRACTOR PERSONNEL SHALL BE REQUIRED TO ADHERE TO THE

FOLLOWING STANDARDS OF DRESS AND CONDUCT WHILE PERFORMING WORK IN THE NATIONAL

CEMETERY. THESE STANDARDS AND REGULATIONS ARE ENFORCEABLE UNDER TITLE 38, U.S.C., SECTION 218.

6. CONTRACTOR PERSONNEL APPEARANCE AND CONDUCT SHALL BE PROFESSIONAL AND UNOBTRUSIVE AT

ALL TIMES. SHIRTS AND FULL LENGTH PANTS MUST BE WORN AT ALL TIMES.

7. SMOKING IS NOT ALLOWED IN ANY BUILDING AT THE NATIONAL CEMETERY.

8. THE PLAYING OF RADIOS, CASSETTE RECORDERS, ETC., IS PROHIBITED ON SITE OR IN BUILDINGS. THE CONTRACTOR'S WORK FORCE IS GOVERNED BY THE SAME RULES GOVERNING CEMETERY EMPLOYEES.

ALL INDIVIDUALS FAILING TO COMPLY WILL BE REMOVED FROM THE SITE.

9. SEXUAL HARASSMENT WILL NOT BE TOLERATED AND THE OFFENDING INDIVIDUAL(S) WILL BE REMOVED

FROM THE SITE.

10. CONTRACTOR PERSONNEL SHALL NOT SLEEP ON CEMETERY GROUNDS, SIT OR STAND ON INSTALLED

GRAVE MARKERS, OR PUT, PLACE OR LEAN EQUIPMENT OR MATERIALS ON GRAVE MARKERS.

11. QUESTIONS FROM CEMETERY VISITORS SHALL BE POLITELY REFERRED OR DIRECTED TO CEMETERY

PERSONNEL.

12. THE CONTRACTOR SHALL ENSURE THAT ALL EMPLOYEES BEHAVE WITH APPROPRIATE DECORUM, COURTESY, AND RESPECT WHILE WITHIN THE CEMETERY OR AT ITS PERIMETER OR ENTRANCES.

SHOUTING, CURSING, ANGRY OUTBURSTS, SLEEPING, INTOXICATION, UNSAFE DRIVING OF PRIVATE OR COMPANY VEHICLES, AND VIOLENCE OR CRIMINAL ACTS OF ANY KIND WILL NOT BE TOLERATED AND IS

CAUSE FOR IMMEDIATE REMOVAL FROM THE CEMETERY.

13. THE CONTRACTOR AND SUBCONTRACTORS WILL NOT FUEL EQUIPMENT IN GRASS/TURF AREAS.

PETROLEUM BASED PRODUCTS WILL DAMAGE THE GRASS/TURF. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH REMOVING ANY CONTAMINATED SOIL AS A RESULT OF FUELING IN GRASS/TURF AREAS

AND SHALL RESOD THE AREA.

1. TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PERFORMED BY ABBIE JONES. THE GENERAL

CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION.

2. THE BASIS OF BEARINGS FOR THE SURVEY IS THE KYCORS STATE PLANE COORDINATES, KY SINGLE

DATUM, US SURVEY FOOT, GRID DISTANCES, NAD83.

3. LEBANON NATIONAL CEMETERY IS LOCATED IN ZONE X "AREA OF MINIMAL FLOODING" PER FEMA FLOOD

MAP 21155C0170D EFFECTIVE DATE MAY 23, 2023.

4. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. IF UTILITIES OTHER THAN THOSE SHOWN HEREIN ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY AND TAKE APPROPRIATE MEASURES TO

PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY

THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

CEMETERY DIRECTOR. THE CONTRACTOR SHALL VERIFY THE CONNECTION POINTS OF NEW UTILITIES TO

EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.

5. THE CONTRACTOR SHALL INSTALL TREE PROTECTION BARRICADES PRIOR TO BEGINNING EARTHWORK

OPERATIONS.

6. THE CONTRACTOR SHALL NOTIFY THE COR IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO

BEGINNING ANY REMOVAL OPERATION. (SEE SPECIFICATION SECTION 31.20.00)

7. THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREA WITH SOD OR MULCH, NOT SHOWN FOR ASPHALT OR CONCRETE, WITHIN LIMITS OF DEMOLITION AND PROPOSED WORK. THIS INCLUDES

STAGING AREA AND LAYDOWN AREAS.

8. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL

APPROVAL.

9. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY SUPPORTS, ETC. IS

THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

10. IN PERFORMING CONSTRUCTION OBSERVATION VISITS TO THE JOB SITE, THE ENGINEER SHALL HAVE NEITHER CONTROL OVER NOR RESPONSIBILITY FOR THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK.

11. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY.

12. THERE SHALL BE AT ALL TIMES, WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS COMPETENT PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. HE SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. HE SHALL BE EMPOWERED TO

IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

13. CONTRACTOR SHALL PREPARE AND SUBMIT A WELDING PLAN TO THE COR PRIOR TO PERFORMING ANY FIELD WELDING SHOULD IT BE REQUIRED. FOLLOWING APPROVAL ALL WELDS SHALL BE PERFORMED IN

ACCORDANCE WITH THE APPROVED PLAN. WELDING PLAN SHALL LIST CERTIFIED WELDERS THE

CONTRACTOR INTENDS TO USE.

14. CONTRACTOR SHALL PREPARE AND SUBMIT A HAZARDOUS ABATEMENT PLAN TO THE COR PRIOR TO

PERFORMING ANY ABATEMENT. FOLLOWING APPROVAL ALL ABATEMENT SHALL BE PERFORMED IN

ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. ABATEMENT PLAN SHALL LIST THE

CERTIFIED CONTRACTOR.

GENERAL NOTES

ARCHITECT / ENGINEER

VALI COOPER INTERNATIONAL, LLC

CONTACT: SEAN FITZPATRICK

SEAN@VALIINT.COM

504-684-4408

SURVEYOR

ABBIE-JONES

CONTACT: ABBIE JONES

ABBIE@ABBIE-JONES.COM

859-396-3866

VA COR

CONTACT: BOB GRIFFIN

BOBBIE.GRIFFIN@VA.GOV

470-998-1497

ELECTRICAL ENGINEER

IMEG

CONTACT: MATT SNYDER

MATTHEW.D.SNYDER@IMEGCORP.COM

309-793-34304

N

G-101

V-101

C-401

CONSTRUCTION ACCESS, STAGING & FENCING PLAN

CD101

TOPOGRAPHICAL SURVEY

DEMOLITION PLAN

ENLARGED SITE PLAN - STONE WALL REPAIR & ADA PARKING

ED102

ADMIN BLDG DEMOLITION PLANS - ELECRICAL

EROSION AND SEDIMENTATION CONTROL PLAN

AD101 ADMINISTRATION BUILDING DEMOLITION FLOOR PLANS

A-101 ADMINISTRATION BUILDING NEW WORK FLOOR PLANS

GC101

ED103

LEBANON NC

AD201

A-401

AD102

AD103

A-102

ADMINISTRATION BUILDING REFLECTED CEILING PLANS

ADMINISTRATION BUILDING DEMO ELEVATIONS

ADMINISTRATION BUILDING ENLARGED VIEWS

NEW MAINTENANCE BUILDING DEMO FLOOR PLANS

NEW MAINTENANCE BUILDING RCP & ROOF DEMO PLANS

E-001 ELECTRICAL GENERAL NOTES

C-501 DETAILS - SITE

C-403

C-402 ENLARGED SITE PLAN - MAINTENANCE YARD

ED101

LEBANON NC

METTS DR

NEW

C

ALV

ARY R

D

LEBANON NC

US ROUTE 68

INDUSTRIAL DR

ADAM HUGHES MEMORIAL HWY

FRANCIS MARION DR

G-001

GEOTECHNICAL

TERRACON

CONTACT: ISAAC HARDESTY

ISAAC.HARDESTY@TERRACON.COM

859-303-9014

HAZARDOUS MATERIALS

TERRACON

CONTACT: JOSHUA VOGEL

JOSHUA.VOGEL@TERRACON.COM

513-612-9002

V-401 ENLARGED - TOPOGRAPHICAL SURVEY

V-402 ENLARGED - TOPOGRAPHICAL SURVEY

V-403 ENLARGED - TOPOGRAPHICAL SURVEY

V-404 ENLARGED - TOPOGRAPHICAL SURVEY

V-405 ENLARGED - TOPOGRAPHICAL SURVEY

V-406 ENLARGED - TOPOGRAPHICAL SURVEY

V-407 ENLARGED - TOPOGRAPHICAL SURVEY

V-408 ENLARGED - TOPOGRAPHICAL SURVEY

V-409 ENLARGED - TOPOGRAPHICAL SURVEY

V-410 ENLARGED - TOPOGRAPHICAL SURVEY

V-411 ENLARGED - TOPOGRAPHICAL SURVEY

ENLARGED GRADING PLAN & PROFILES - MAINTENANCE YARD

HD101 HAZARDOUS MATERIALS & MOLD ABATEMENT PLAN

OLD MAINT. BLDG DEMOLITION PLANS - ELECTRICAL

ED104 COMMITTAL SHELTER DEMOLITION PLANS - ELECTRICAL

E-102

ADMIN BLDG PLANS - ELECRICAL

NEW MAINT. BLDG PLANS - ELECTRICALE-103

E-101

OLD MAINT. BLDG PLANS - ELECTRICALE-104

COMMITTAL SHELTER PLANS - ELECTRICAL

E-502 TECHNOLOGY DETAILS

E-601 ELECTRICAL SCHEDULES

A-103 NEW MAINTENANCE BUILDING NEW WORK FLOOR PLANS

A-104 NEW MAINTENANCE BUILDING RCP & ROOF NEW WORK PLANS

AD202 NEW MAINTENANCE BUILDING DEMO ELEVATIONS

A-201 NEW MAINTENANCE BUILDING NEW WORK ELEVATIONS

AD104

OLD MAINTENANCE BUILDING DEMO FLOOR PLANS

A-105 OLD MAINTENANCE BUILDING NEW WORK FLOOR PLANS

AD203 OLD MAINTENANCE BUILDING DEMO ELEVATIONS

COMMITTAL SHELTER FLOOR PLANS

A-202 COMMITTAL SHELTER ELEVATIONS

A-106 COMMITTAL SHELTER FLOOR PLANS

M-001 MECHANICAL SYMBOLS & ABBREVIATIONS

MD101 MECHANICAL & PLUMBING DEMO PLANS

MD102 MECHANICAL & PLUMBING DEMO PLANS

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

C-101 SITE PLAN

A-001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

A-901 ARCHITECTURAL RENDERINGS

A-501 ARCHITECTURAL DETAILS

A-601 ARCHITECTURAL SCHEDULE

M-101 MECHANICAL & PLUMBING FLOOR PLANS

M-102 MECHANICAL & PLUMBING FLOOR PLANS

HD401 HAZARDOUS MATERIALS ABATEMENT - ADMINISTRATION BUILDING

HD402 HAZARDOUS MATERIALS ABATEMENT - OLD MAINTENANCE BUILDING

C-404

ENLARGED SITE PLAN, GRADING PLAN & PROFILES - SPOILS ROAD

CD401 ENLARGED - DEMOLITION PLAN

ADMIN BLDG PLANS - ELECRICAL

E-105

ROOF NEW MAINT BLDG - ELECTRICALE-106

E-501 ELECTRICAL DETAILS

E-602 TECHNOLOGY SCHEDULES

M-002 PLUMBING SYMBOLS & ABBREVIATIONS

M-502 MECHANICAL DETAILS

M-503 PLUMBING DETAILS

A-503 SIGNAGE DETAILS

A-602 WINDOW & ROOM FINISH SCHEDULE

1. CONTRACTOR SHALL PROVIDE A DETAILED PHASING PLAN A MINIMUM OF THREE WEEKS IN ADVANCE TO ANY ROAD CLOSURES AND SHALL BE BE COORDINATED WITH THE CEMETERY DIRECTOR AND APPROVED

BY THE PM/COR PRIOR TO COMMENCING WORK AND SHALL INCLUDE THE FOLLOWING:

1.1. WORK/PHASE SEQUENCES

1.2. DETAILED SCHEDULE

1.3. ROAD CLOSURES

1.4. BUILDING CLOSURES

1.5. MAINTENANCE YARD CLOSURE

2. CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS TO ALL BURIAL LOCATIONS AT ALL TIMES. ALL

DISRUPTIONS IN ACCESS ARE TO BE COORDINATED IN WRITING WITH THE NCA.

3. CONTRACTOR SHALL PROVIDE A TEMPORARY SHELTER FOR THE DURATION OF CONSTRUCTION

ACTIVITIES TAKING PLACE AT THE COMMITTAL SHELTER.

4. CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE OPERATIONAL PUBLIC RESTROOM AT THE CEMETERY

AT ALL TIMES.

PHASING & ROAD CLOSURES

C-502 DETAILS - FLOWER WATER STATION

C-503 DETAILS - FLOWER WATER STATION

AD105

ADMINISTRATION BUILDING DEMO REFLECTED CEILING PLANS

A-502 ARCHITECTURAL DETAILS

ENLARGED SITE PLAN - CONDUIT ROUTING

C-405

A-301 RAMP AND STAIR SECTIONS, ELEVATIONS & DETAILS

E-002 SITE - ELECTRICAL-NORTH

E-003 SITE - ELECTRICAL-SOUTH

E-503 TECHNOLOGY DETAILS

E-701 PANEL SCHEDULES

A-504 SIGNAGE DETAILS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/19/2024

1AMENDMENT 001 10/18/2024

G-101

CONSTRUCTION ACCESS,

STAGING & FENCING PLAN

0 0 0

ON SAFETY

ZERO

Department of Veterans Affairs

PAINTED BORDER

MEMBER BLACK ENAMEL

2" X 4" FRAME AND BRACES

IN SAME PLANE

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS

LETTERING TO BE

HELVETICA STYLE 5"

HIGH

METAL FACE WHITE

ENAMEL

LETTERING TO BE

HELVETICA STYLE 3"

HIGH TO BE CENTERED

HORIZONTALLY

2" X 4" FRAME AND

BRACE IN BACK

LETTERING TO BE

HELVETICA STYLE 2" HIGH

TO BE CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE 1-1/2"

HIGH TO BE CENTERED

HORIZONTALLY

4" X 4" POSTS

PAINTED WHITE

BORDER MEMBER

PAINTED BLACK

BACKGROUND TO BE

PAINTED WHITE

LETTERING TO BE

HELVETICA STYLE 1"

HIGH TO BE CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE 1-1/2"

HIGH TO BE CENTERED

HORIZONTALLY

SURROUNDING BORDER TO

BE BLUE

CENTER TO BE WHITE

8'-8"

6'-6"

6"

1-1/2" 3" 5" 2" 5" 5" 3" 2"

1-1/2"

4'-0" MIN.

3"

6"

9"

6"

3" 2" 3"

6"

ALL LETTERING TO BE

PAINTED BLACK WITH

EXCEPTION OF PROJECT

TITLE WHICH IS TO BE BLUE

NOTE:

ANY SEAM IN METAL TO BE

FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR

BETWEEN LINES OF

LETTERING.

SECTION ON CENTER

4'-0"

BRACING SEE

CONSTRUCTION SIGN

SECTION DETAIL

C7/A-509

3'-0"

VARIES

3'-0"

BLUE

BLUE OUTLINE WITH

WHITE INTERIOR

BLUE

WHITE

RED

RED

2"

2"

PROVIDE (3) SETS OF

REMOVABLE NUMERALS

PAINTED ON 1/8" TEMPERED

HARDBOARD

2"

1-3/4"

2"

WOOD STRIPS

BRACING

4" X 4" POST IF SIGN IS

INSTALLED ON GRADE

FIN. GRADE

SCALE: NTS

SAFETY SIGNC7

SCALE: NTS

PROJECT SIGNE7

VARIES;

AVERAGE 3'-0"

LEGEND AND SYMBOLS

CONSTRUCTION STAGING AREA

CONSTRUCTION FENCE

ACCESS / HAUL ROUTE

CONSTRUCTION

FENCING WITH

LOCKABLE 20'

ACCESS GATE

40' x 50'

CONSTRUCTION

STAGING AREA

JVSF

CONCRETE WASHOUT AREA

KEYED NOTES

1. CONCRETE WASHOUT AREA, SEE DETAIL F8/GC101.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Sean Fitzpatrick

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

LEBANON, KY

856CM3012

N/A Project Manager/ COR

07/19/2024Revisions: Date:

Bobbie Griffin Department of Veterans Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov Sheet of 84

VCI Project Management Construction Management Engineering

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

ACCESS/HAUL

ROUTE

PROJECT SIGN; SEE

DETAIL E7 THIS SHEET

SAFETY SIGN; SEE

DETAIL C7 THIS SHEET

TEMPORARY OFFICE TRAILER NOTES:

1. ONE OFFICE TRAILER (500 SF MINIMUM) SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AT THE

ADMINISTRATION BUILDING.

1.1. TRAILER SHALL HAVE A MINIMUM OF TWO OFFICES WITH A COMMON SPACE.

1.2. TRAILER SHALL BE ABA ACCESSIBLE.

1.3. TRAILER SHALL HAVE A PRE-WIRED, DEDICATED ELECTRICAL PANEL.

1.4. TRAILER SHALL HAVE INTEGRATED HEATING AND COOLING.

1.5. CONTRACTOR SHALL PROVIDE POWER AND DATA TO THE TRAILER AT NO ADDITIONAL COST TO THE GOVERNMENT, SEE

ELECTRICAL PLANS.

1.6. CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE TO SUPPORT THE TRAILERS FROM THE MAINTENANCE BUILDING

ELECTRICAL PANEL, SEE ELECTRICAL PLANS.

2. OFFICE TRAILER SHALL REMAIN UNTIL THE COMPLETION AND ACCEPTANCE OF THE ADMINISTRATION BUILDING.

3. CONTRACTOR SHALL ANCHOR THE TRAILER FOR HIGH WIND CONDITIONS PER MANUFACTURES RECOMMENDATIONS.

4. CONTRACTOR SHALL PROVIDE GROUNDING IN ACCORDANCE WITH NFPA 70 AND ALL GOVERNING CODES AND STANDARDS.

5. CONTRACTOR SHALL RELOCATE STAFF FURNITURE AND EQUIPMENT FROM THE EXISTING ADMINISTRATION BUILDING.

CONTRACTOR IS NOT RESPONSIBLE FOR THE SETUP OF COMPUTERS/ELECTRONICS.

6. CONTRACTOR SHALL REPAIR/RESTORE THE SITE TO THE ORIGINAL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO

LANDSCAPING REPAIR, ASPHALT REPAIR, SIDEWALK REPAIR & STRIPING.

500 SF MIN. TEMPORARY

OFFICE TRAILER, SEE

NOTES BELOW

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

7/19/2024

CONSTRUCTION FENCING

WITH LOCKABLE 20'

ACCESS GATE FOR

CEMETERY USE

1AMENDMENT 001 10/18/2024

N E

W C

A

LV

A R

Y R

D

K Y

8)

FRANCIS MARION DRIVE

METTS DRIVE

N

EW

C A

LV

A

R Y

R D

(K Y

8)

N E

W C

A

LV

A R

Y R

D

K Y

8)

N E

W C

A

LV

A R

Y R

D

K Y

8)

N E

W C

A

LV

A R

Y R

D

K Y

8)

FRANCIS MARION DRIVE

DEMOLITION PLAN

CD101

0 50 100

1 INCH = 150 FEET

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/19/2024 JVSF

KEYED NOTES

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

DEMOLITION LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

1. REPLACE EXISTING FLAGPOLE BASE IN KIND, SEE IMAGE

A6 THIS SHEET.

2. REPAIR/RESHAPE PICKETS AT THE HISTORIC PEDESTRIAN

& VEHICULAR GATES, SEE IMAGE E9 THIS SHEET..

3. REMOVE EXISTING GRAVEL DRIVE, SEE GENERAL NOTES

THIS SHEET.

4. STRIP AND REPAINT EXISTING HISTORIC PEDESTRIAN

AND VEHICULAR GATES, SEE IMAGE E9 THIS SHEET.

5. REPAINT EXISTING PERIMETER FENCING, SEE IMAGE A8

AND FENCING REPAIR NOTES THIS SHEET.

6. CLEAN & INSPECT EXISTING DRAINAGE INLETS.

7. REMOVE EXISTING FLOWER WATER STATION, CONCRETE

BASE AND RECEPTACLES, SEE IMAGE C7 THIS SHEET.

8. REFURBISH (STRIP, REPAINT & RE-APPLY) EXISTING

CEMETERY MAP SIGN.

9. REFURBISH (STRIP, REPAINT & RE-APPLY VINYL) ON

EXISTING SIGNAGE.

10. REMOVE EXISTING HANDICAP PARKING SIGN.

11. REMOVE AND RELOCATE EXISTING BRONZE PLAQUES.

SEE ARCHITECTURAL SHEETS FOR RELOCATION, SEE

IMAGE E6 & E7 THIS SHEET AND GENERAL NOTES THIS

SHEET.

12. REPAIR EXISTING STONE COLUMNS, SEE GENERAL NOTES

BELOW, SEE IMAGE E7 & E9 THIS SHEET.

13. REMOVE EXISTING TREE, STUMP AND ROOT BALL, SEE

LANDSCAPE NOTES THIS SHEET.

14. TRIM ALL DEAD LIMBS, SEE LANDSCAPE NOTES THIS

SHEET.

15. REMOVE SIDEWALK AS NECESSARY TO CONNECT TO THE

NEW ACCESS RAMP. REMOVE AT NEAREST JOINT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Sean Fitzpatrick

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

LEBANON, KY

856CM3012

N/A Project Manager/ COR

07/19/2024Revisions: Date:

Bobbie Griffin Department of Veterans Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov Sheet of 84

VCI Project Management Construction Management Engineering

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

ASPHALT REMOVAL

GRAVEL DRIVE REMOVAL

GENERAL NOTES:

1. COLUMN REPAIR:

1.1. CONTRACTOR SHALL REMOVE ALL ADDED BRICK VENEER.

1.2. CONTRACTOR SHALL REMOVE ALL PREVIOUSLY MADE REPAIRS.

1.3. CONTRACTOR SHALL REMOVE BRONZE PLAQUES.

1.4. CONTRACTOR SHALL REPAIR ALL HOLES AND FRAGMENTS

CAUSED BY THE REMOVAL OF THE BRICK VENEER AND PLAQUES.

1.4.1. REPAIRS SHALL BE MADE IN ACCORDANCE WITH

SPECIFICATION 04 01 40361 SECTION 3.4 & 3.5.

2. HISTORIC GATE REPAIR:

2.1. STRIP AND REPAINT ALL METAL AND HINGES TO MATCH.

2.2. STRAIGHTEN ALL BENT PICKETS.

3. GRAVEL ROAD REMOVAL:

3.1. CONTRACTOR SHALL STOCKPILE ALL GRAVEL MATERIAL IN THE

MATERIAL STORAGE AREA AT NO ADDITIONAL COST TO THE

GOVERNMENT.

3.2. CONTRACTOR SHALL DISPOSE OF ALL NON GRAVEL MATERIAL

OFF SITE AT NO ADDITIONAL COST TO THE GOVERNMENT.

SEE SHEET CD401

LANDSCAPE NOTES:

1. CERTIFIED ARBORIST SHALL TRIM/PRUNE ALL DEAD LIMBS FROM

TREES INDICATED ON CONSTRUCTION PLANS.

2. CONTRACTORS SHALL REMOVE TREE, STUMP AND ROOT MASS

ASSOCIATED WITH TREES INDICATED FOR REMOVAL.

2.1. CONTRACTOR SHALL PLANT A 4" CALIPER TREE OR APPROVED

SIZE IN EACH LOCATION WHERE A TREE IS REMOVED.

2.2. CONTRACTOR SHALL SUBMIT A TREE PLANTING SCHEDULE FOR

ALL TREES TO BE REPLACED.

3. CONTRACTOR SHALL SOD ALL DISTURBED AREAS WITH A GRASS

SPECIES APPROVED BY NCA STAFF. CONTRACTOR SHALL SUBMIT

GRASS SPECIES FOR APPROVAL PRIOR TO INSTALLATION.

4. CONTRACTOR SHALL REPAIR OF ALL DAMAGED IRRIGATION

COMPONENTS AT NO ADDITIONAL COST TOT HE GOVERNMENT TO

THE SATISFACTION OF THE COR.

FENCING REPAIR NOTES:

1. CONTRACTOR SHALL REMOVE ALL LOOSE OR PEELING PAINT PRIOR

TO PAINTING.

2. CONTRACTOR SHALL CLEAN FENCING PRIOR TO PAINTING.

3. CONTRACTOR SHALL REPAINT THE FENCING AND ASSOCIATED

HARDWARE PER SPECIFICATIONS.

4. CONTRACTOR SHALL BRING ALL DAMAGED PANELS TO THE

ATTENTION OF THE COR PRIOR TO PAINTING.

5. SHOULD THE CONTRACTOR REMOVE THE FENCE PANELS,

TEMPORARY FENCING SHALL BE INSTALLED.

1AMENDMENT 001 10/18/2024

FD

R ef rig er at or

SERVICE BAYS

RESTROOM

LOCKER ROOM

005 BREAK ROOM

CORRIDOR

CLOSET

MECH/ELEC ROOM

GRAVE LOCATOR SERVICE

MEN'S RESTROOM

WOMEN'S RESTROOM

1. REMOVE EXISTING FUEL-OIL TANK INCLUDING CONTAINMENT AND ALL FUEL PIPING.

2. REMOVE EXISTING PLUMBING FIXTURES, INCLUDING EXPOSED SANITARY, VENT

AND WATER LINES.

3. REMOVE EXISTING AIR-HANDLER, INCLUDING FUEL PUMP AND FLUE VENT.

4. REMOVE EXISTING ROOF FAN.

5. EXISTING HVAC EQUIPMENT SHALL REMAIN.

6. REMOVE EXISTING ELECTRIC UNIT HEATER.

7. REMOVE EXISTING BREAKROOM SINK.

8. EXISTING EYE WASH SHALL REMAIN

( THIS SHEET)KEYED NOTES:

MD102

MECHANICAL/PLUMBING

DEMO PLANS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Sean Fitzpatrick

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

LEBANON, KY

856CM3012

N/A Project Manager/ COR

07/19/2024Revisions: Date:

Bobbie Griffin Department of Veterans Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov Sheet of 84

VCI Project Management Construction Management Engineering

BMSSF

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

07/19/24

0 4

1/4 INCH = 1 FOOT

2 6 8

1AMENDMENT 001 10/18/2024

FD

R ef rig er at or

SERVICE BAYS

RESTROOM

LOCKER ROOM

005 BREAK ROOM

CORRIDOR

CLOSET

MECH/ELEC ROOM

GRAVE LOCATOR SERVICE

MEN'S RESTROOM

WOMEN'S RESTROOM

P-402

EF-02

CO-MONITOR

1. EXISTING FURNACE AND CONNECTED OUTDOOR UNIT SHALL REMAIN AS IS.

( THIS SHEET)KEYED NOTES:

2. INSTALL NEW GAS FURNACE, CONNECT TO EXISTING DUCTWORK. SEE CIVIL PLANS

FOR GAS LINE ROUTING FROM ADMINISTRATION BUILDING. SEE M-601 FOR

EQUIPMENT SCHEDULES

3. INSTALL NEW ROOF MOUNTED EXHAUST FAN, INCLUDING NEW ROOF CURB.

4. INSTALL NEW ELECTRIC WATER HEATER AND MIXING VALVE, CONNECT TO

RESTROOM LAVATORY AND EXISTING EYE WASH. INSTALL WATER HEATER ON

WALL SUPPORT.

MENS RESTROOM

WOMENS RESTROOM

SERVICE BAY 3

SERVICE BAY 2

SERVICE BAY 1

P-101

P-101 P-201

P-301

P-301

EF-01

EF-01

F-02

EWH-02

MV-01

M-102

MECHANICAL/PLUMBING

FLOOR PLANS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Sean Fitzpatrick

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

LEBANON, KY

856CM3012

N/A Project Manager/ COR

07/19/2024Revisions: Date:

Bobbie Griffin Department of Veterans Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov Sheet of 84

VCI Project Management Construction Management Engineering

BMSSF

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

07/19/24

0 4

1/4 INCH = 1 FOOT

2 6 8

1AMENDMENT 001 10/18/2024

SYMBOL

NO.

MANUFACTURER/MODEL

NO. TYPE

INDOOR UNIT SCHEDULE

SUPPLY

AIRFLOW

(CFM)

SOUND

(dBA)

ELECTRICAL DATA

VOLTS PHASE HZ MCA

WEIGHT

(LBS)

SYMBOL

NO.

MANUFACTURER/MODEL

NO. TYPE CFM

EF-01 GREENHECK SPB90 CEILING 60

EXHAUST FAN SCHEDULE

S.P.

INCH W.C.

0.3

SOUND

(SONES)

1.5

ELECTRICAL DATA

VOLTS PHASE HZ HP

120 1 60 1/25

WIDTH (IN)

14.5

HEIGHT

(IN)

7.25

WEIGHT

(LBS)

10.5

ELECTRIC WATER HEATER SCHEDULE

*BASED ON MITSUBISHI

SYMBOL

NO.

MANUFACTURER/MODEL

NO.

B-01 WEIL-MCLAIN GV90 175,000 160,000

GAS-FIRED BOILER SCHEDULE

91%

VENT/COMB

3"PVC

ELECTRICAL DATA

VOLTS PHASE HZ MCA

120 1 60 9.0 15

WATER

FLOW

(GPM)

WEIGHT

(LBS)

HEATING

CAPACITY

(BTU/H)

AFUE

MOCP

HEATING

CAPACITY

SYMBOL STORAGE

CAPACITY

(GALLONS)

CAPACITY

@ 60°F RISE

(GPH)

POWER REQUIRMENTS

(KW)/VOLTAGE/PHASE MFG. AND MODEL No. LOCATION REMARKS

EWH-1 30 44 4.5KW/240V/1PH STATE WATER HEATER/ EN6 30 DORS MECH RM.

2"3" - ZURN Z5615, WALL MOUNT, TOP SPUD, ABA COMPLIANT, ELONGATED BOWL. PROVIDE W/ ZURN Z5955SS-EL OPEN FRONT SEAT, SLOAN ROYAL 111-1.28ES 1.28 GPF SENSORY FLUSH VALVE, SLOAN EL-154

TRANSFORMER, JR SMITH 0417 CARRIER.

WATER CLOSET

(ADA)P101

-- WATTS #LF15M2, LEAD-FREE, 60 PSI AIR PRE-LOAD, PER PDI WH201. PROVIDE W/ ACCESS PANEL.

WATER

HAMMER

ARRESTER

P905

2"2"

ZURN Z5351, WALL MOUNTED, 19"x17", WHITE VITREOUS CHINA. PROVIDE W/ SLOAN OPTIMA SYSTEM FAUCET MODEL ETF-80 HARDWIRED SENSOR ACTIVATED, ZURN Z8743-1-PC GRID STRAINER DRAIN, Z8700-PC CHROME PLATED P-TRAP AND TRUEBRO LAV GUARD 2 E-Z MODEL #102E-Z; BRASSCRAFT REGULAR PART NUMBER SCR39 C REGULAR PATTERN COMPRESSION JOINT ANGLE VALVE WITH LOOSE

KEY, POLYMER BRAID CONNECTORS, AND ESCUTCHEON PLATES

P301 LAVATORY

(ADA)

PLUMBING FIXTURE SCHEDULE

ITEM DESCRIPTION

MINIMUM ROUGH-IN

CONNECTION (INCH) REMARKSELECTRICAL DATA

CWVW HW

2"11

2"2"

JUST MFG SLN-ADA-2122, LEDGE MOUNT, STAINLESS STEEL, 21"Lx22"Wx6"D. PROVIDE W/ CHICAGO FAUCET AGN8AE2805-5CP 0.5 GPM AERATOR GOOSENECK, DUAL WRIST BLADE HANDLE; JUST #J-ADA-35-FS PUNCH DRAIN AND REMOVABLE STRAINER; CHROME PLATED P-TRAP (HOT WATER SUPPLY AND P-TRAP SHALL BE TRUEBRO WRAPPED FOR ACCESSIBILITY PROTECTION; BRASSCRAFT COMPRESSION JOINT ANGLE VALVE, POLYMER BRAID CONNECTORS, AND ESCUTCHEON PLATES

2"P402 BREAKROOM

SINK

2" 1

2"

P906 -TRAP PRIMER WATTS #WPIME-1, COMPLETE W/ QUARTER-TURN BRASS VALVE AND ENCLOSURE1 2"--

TRAP

INT

2"

2"

2"

-1 2"

P806 -HOSE-BIB WATTS #SC8-6, HEX SHOULDER W/ TEE HANDLE AND VACUUM BREAKER--- -

P701 SHOWER J.R. SMITH FIGURE 2005Y-A05-B-P050-CP, ROUND ADJUSTABLE STRAINER WITH SEDIMENT BUCKET, CHROME PLATED STRAINER AND TRAP PRIMER CONNECTION.2" 2" 1

2"2" -

(ADA)

2"

2"

SYMBOL

NO.

MANUFACTURER/MODEL

NO.

SENSIBLE

COOLING

CAPACITY

(BTU/H)

CU-01 MUY-GL24NA 22,400 8,200

COOLING ONLY OUTDOOR UNIT SCHEDULE

18.0

SOUND

(dBA)

ELECTRICAL DATA

VOLTS PHASE HZ MCA

208/230 1 60 17.1 20.0

DIM

(IN)

28x33x13

WEIGHT

(LBS)

*BASED ON MITSUBISHI

SEER MOCP

SENSIBLE

COOLING

CAPACITY

(BTU/H)

HEATING

CAPACITY

@47degF

(BTU/H)

MINIMUM

COOLING

CAPACITY

(BTU/H)

AC-01 MSY-GL24NA* WALL MOUNTED 562 22,400 45208/230 1 60 1.0 35N/A

MOCP

EF-02 GREENHECK G-060-VG ROOF 180 0.25 6.5 120 1 60 1/15 17.0 7.25 18.0

SYMBOL

NO.

MANUFACTURER/MODEL

NO.

EH-01 MODINE HER 30C 380 3.0

ELECTRIC HEATER SCHEDULE

HEAT

THROW

(FT.)

ELECTRICAL DATA

VOLTS PHASE HZ AMPS

240 1 60 12.5 15

DIM

(IN)

14x17x18

WEIGHT

(LBS)

BLOWER

FAN

(CFM) MOCP

HEAT

CAPACITY TEMP RISE

(DEG.F)(KW)

EH-02 BERKO CZ1548T 50 1.5 12 5 240 1 60 6.2 15 9x12x5 10

2"2"P201 URINAL 1

2" --2" --

INPUT OUTPUT

(BTU/H) DIA.

B-02 WEIL-MCLAIN GV90 175,000 160,000 91% 3"PVC 120 1 60 9.0 15 16 180

NOTES & OPTIONS

1. P1 AND P2 BOILER PUMPS

2. P3-HEATING SYSTEM PUMP

3. CONNECT PUMPS TO BOILER PACKAGED CONTROLLER

SYMBOL

NO.

MANUFACTURER/MODEL

NO. TYPE SERVICE

PUMP SCHEDULE

FLOW

(GPM)

HEAD

(Ft)

P1&P2 TACO MODEL-007 INLINE HEATING 12

NPSH

(Ft)

MIN EFF

ELECTRICAL DATA

VOLTS PHASE Hz 120 1 60

HP

.125

CONTROL FLUID

CONST 30% PG

WEIGHT

(LBS)

CIRCULATING FLUID

HP

SPEED

P3 TACO MODEL-2400 INLINE HEATING 24 --- --- 120 1 60 .125 CONST 30% PG12

SYMBOL

NO.

MANUFACTURER/MODEL

NO.

GAS-FIRED FURNACE SCHEDULE

VENT/COMB

ELECTRICAL DATA

VOLTS PHASE HZ MCA (XXX)

WEIGHT

(LBS)

HEATING

CAPACITY

(BTU/H)

AFUE

MOCP

AIRFLOWINPUT

(CFM) DIA.

F-02 CARRIER 59SC2A 40,000 800 92% 3"PVC 120 1 60 9.0 15 -- ---

NOTES & OPTIONS

1. XXXXXXXXXXX

EWH-2 20 30 4.5KW/240V/1PH STATE WATER HEATER/ EN6 20 DORS OLD MAINTENANCE

MIXING VALVE SCHEDULE

SYMBOL DISCHARGE

TEMPERATURE

MAXIMUM

FLOW GPM

PRESURE DROP

@ MAX FLOW

CAPACITY

CW IN HW IN MIXED OUT MFG. AND MODEL No. REMARKS

MV-1 85F 3 8PSI 1.5 1.5 WATTS LFMMV3.0

CONNECT TO 1/2" EXISITNG DCW AND

NEW 12" DHW

NOT USED

M-601

MECHANICAL SCHEDULES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Sean Fitzpatrick

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

LEBANON, KY

856CM3012

N/A Project Manager/ COR

07/19/2024Revisions: Date:

Bobbie Griffin Department of Veterans Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov Sheet of 84

VCI Project Management Construction Management Engineering

BMSSF

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

07/19/24

1AMENDMENT 001 10/18/2024