_22 LNC BD - ARCH pt1 (pg 159-170).pdf

NOYESGENERAL TYPE OF PROJECT

REMODEL

ADDITION

NEW BUILDING

PROJECT DESCRIPTION

CODE SUMMARY

RENOVATION OF 3,181 SF ADMINISTRATIVE BUILDING AND ADDITION

OF 1,733 SF FOR NEW OFFICE ADDITION. BUILDING INCLUDES OFFICE

SPACE, CONFERENCE ROOM, BREAK ROOM, PUBLIC LOBBY AND

ACCESSORY SPACES.

NOYESAUTHORITIES HAVING JURISDICTION (AHJ's)

NCA OPERATIONS DIRECTOR

TESTRATING (HRS)

ALLOWABLEACTUAL

TOTAL

EXTERIOR DOORS AND WINDOWS

SHAFTS AND EXIT PASSAGEWAYS

OTHER

ROOF CONSTRUCTION

PRIME & SEC. FLOOR BEAMS, JOISTS

FLOOR/CEILING ASSEMBLY

FLOOR CONSTRUCTION

INTERIOR

NON-BEARING WALLS AND PARTITIONS

BEARING WALLS

COLUMNS

GIRDERS

TRUSSES

ROOF/CEILING ASSEMBLY

PRIME & SEC. ROOF BEAMS, JOISTS

EXTERIOR

INTERIOR BEARING WALLS

EXTERIOR BEARING WALLS

STRUCTURAL FRAME

AREA SEPARATIONS / FIRE WALLS

FIRE-RESISTIVE REQUIREMENTS

TYPE(S) OF CONSTRUCTION

ACTUAL AREA PER FLOOR

CONSTRUCTION TYPE(S)

LOWER LEVEL

FIRST LEVEL

SEE LIFE SAFETY PLANS

See Life Safety Plans

PLUMBING FIXTURES

TOILETS

LAVATORIES

DRINKING FOUNTAINS

SERVICE SINKS

PROVIDED RQD

1 M, 1 F 1/25 for first 50 occupants, then 1/50

1/40 for first 80 occupants, then 1/80 1/100 occupants.

50% may be vending

1 per floor

URINALS 67% max for M

OCCUPANT LOAD OF BUILDING

SF/OCCUPANT OCCUPANTS

TOTAL BUILDING OCCUPANT LOAD:

ACTUAL AREAAREA LOCATION

FIRST LEVEL

LOWER LEVEL

22,500 SF

3,595 SF

500 3

(IBC CH 29)

(NAPA 220 TABLE 4.1.1) V (000)

AREAS OF REFUGE REQUIRED

MEANS OF EGRESS CAPACITY (width in inches, 36" min)

EGRESS

4.8"

NOYES

ACCESSIBLE MEANS OF EGRESS ("MOE") REQUIRED

ELEVATOR REQUIRED AS MEANS OF EGRESS

24'-9"

NOYES

ACTUAL

(504.2)

(Table 601, footnote d or e)

(Table 504.3)

(Table 504.4)

ONE HOUR SPRINKLER SUBST

EXTRA FLOOR/HEIGHT FOR SPRINKLER

STORIES

FEET

BUILDING HEIGHT

(IBC Section 503)

( from table 503)

OR USE

NONE

Perimeter with > 30'-0" open Total perimeter

0.25 X BASIC ALLOWABLE

W

- 0.25 P F fI = 100

ALLOWABLE AREA PER FLOOR

TOTAL ALLOWABLE AREA/FLOOR

SPRINKLER INCREASE

BASIC ALLOWABLE AREA

FRONTAGE INCREASE

9,000 SF

13,500 SF

22,500 SF

NOYES

(Section 8.3)

NEW BUSINESS

SEPARATED OCCUPANCIES?

FIRE BARRIER RATING(S) SEE LIFE SAFETY PLANS

OCCUPANCY CLASSIFICATION(S)

OCCUPANCIES

(Remodel)

2018 LSC (TABLE 6.1.14.1)

(LSC CH 38)

NOYES

FIRE RESISTIVE CORRIDORS?

SMOKE TIGHT CORRIDORS (SMOKE PARTITIONS)

INCIDENTAL USE AREA RATING(S) SEE PLANS

MISCELLANEOUS

INTERIOR FINISHES CLASSIFICATION A or BEXITS

EXIT ACCESS CORRIDORS

A, B, or COTHER SPACES

APPLICABLE REGULATIONS

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM)

BUILDING INDUSTRY CONSULTING SERVICE INTERNATIONAL (BICSI):

FEDERAL COMMUNICATIONS COMMISSION (FCC), ALL REGULATIONS,

PROCEDURES, AND STANDARDS FOR TWO-WAY RADIO EQUIPMENT,

SYSTEMS, AND OPERATION.

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA)

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO),

STANDARDS FOR PROTOCOLS AND INTERFACES THAT INCLUDE OPEN

SYSTEM INTERCONNECTIONS (OSI)

THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) AND NATIONAL

SOCIETY OF PROFESSIONAL ENGINEERS (NSPE) RECENT ADDITIONS

TO THEIR PROFESSIONAL CODES OF ETHICS ENCOURAGING

"ENVIRONMENTALLY RESPONSIBLE DESIGN.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA): 2024

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

UNDERWRITERS' LABORATORIES, INC. (UL)

TELECOMMUNICATIONS INDUSTRY ASSOCIATION AND ELECTRONIC

ALLIANCE STANDARDS ASSOCIATION (EIA/TIA) 568 AND 569A,

COMMUNICATIONS CABLING CIRCUITS AND EQUIPMENT

OUTSIDE PLANT DESIGN REFERENCE MANUAL

TELECOMMUNICATIONS DISTRIBUTION METHODS MANUAL

NETWORK DESIGN REFERENCE MANUAL

ANSI/TIA/EIA-942 - TELECOMMUNICATIONS INFRASTRUCTURE DESIGN

FOR DATA CENTERS

UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL

TELECOMMUNICATIONS AND INFORMATION ADMINISTRATION (NTIA),

MANUAL OF REGULATIONS AND PROCEDURES FOR FEDERAL RADIO

FREQUENCY MANAGEMENT FOR ALL TWO-WAY RADIO AND RADIO

PAGING SYSTEMS, ALL NARROW-BAND AND FREQUENCY USE

STANDARDS

2024 INTERNATIONAL PLUMBING CODE (IPC)

ASHRAE: HANDBOOK HVAC APPLICATIONS

AMERICAN SOCIETY OF PLUMBING ENGINEERS (ASPE) - DATA BOOKS

2024 INTERNATIONAL BUILDING CODE (IBC): WHERE NFPA IS SILENT

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA

NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER

GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

CHANGE OF OCCUPANCY?

3,595 SF

1,319 SF

4,914 SF

22,500 SF

45,000 SF

40 SF

ALLOWABLE

1,319 SF

(Table 7.3.1.2)

2 M, 3 F

1 M

1 M, 1 F2 M, 2 F

TRAVEL DISTANCES, UNPROTECTED

MAX TRAVEL DISTANCE:

MAX COMMON PATH OF TRAVEL:

MAX DEADEND CORRIDOR:

(NFPA 101 38.2.6.2)

(NFPA 101 38.2.5.2.2)

(NFPA 101 38.2.5.3.2)

200 FT

100 FT

20 FT

50'

25'

ALLOWABLEACTUAL

A or B

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

LIFE SAFETY SYMBOLS

SMOKE TIGHT

ASSEMBLY

1 HOUR FIRE

BARRIER

EXIT

EXIT

FIRE

EXTINGUISHER

FE

FIRE

EXTINGUISHER

CABINET

FEC

SHAFT

ADJACENT SYMBOLS SHOW PARTITION

RATING AND DAMPER REQUIREMENTS

2 HOUR FIRE

BARRIER

COMMON PATH OF TRAVEL

50'-10"

COMMON PATH

OF TRAVEL

DISTANCE

EA

EXIT ACCESS

TRAVEL DISTANCE

100'-10"

TRAVEL

DISTANCE

1/2 HOUR FIRE

BARRIER

NOTE: NOT ALL SYMBOLS MY BE USED ON EACH PLAN

ENGINEERED SOIL

ENGINEERED FILL,

REFER TO STRUCT

B04

ELECTRICAL

B03

TR

B02

BASEMENT

B01

BASEMENT

E A

TRAVEL DISTANCE

76'

FOUNDATION WALLS ABOVE

FOUNDATION WALLS ABOVE

ENGINEERED FILL,

REFER TO STRUCT

FE

(EXIST)

FE

TR

AV

EL

D

IS

TA

NC

E

EA

ASSISTANT

DIRECTOR

PROGRAM

ANALYST

BUDGET

ANALYST

OPERATIONAL

CTR

DIRECTOR

114A

STAFF MEN

113A

STAFF

WOMEN

ADMIN

OFFICER

MULTIPURPOSE

ROOM

HAC

MENS

WOMENS

LOBBY105

HALLWAY

STORAGE

105c

HALLWAY

WORKSTATIONS

105b

HALLWAY

FL1

FL1

FL1

BREAK

ROOM

FL2

FEC

FEC

WOMENS

LOCKER

ROOM114

MENS

LOCKER

ROOM

EXIT

TR

AV

EL

D

IS

TA

NC

E

TRAVEL DISTANCE

38'

EXIT

COMMON PATH OF TRAVEL

25'

EXIT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:2

A

M

GI111

LIFE SAFETY PLANS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 CM MWC

BID DOCUMENTS

18704

1/8" = 1'-0"2

LOWER LEVEL LIFE SAFETY PLAN

1/8" = 1'-0"

FIRST LEVEL LIFE SAFETY PLAN

0 8' 16'4'

0 8' 16'4'

Revisions: Date:

VA

F

O R

M

CONSULTANT

Revisions: Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

ARCHITECTURAL ABBREVIATIONS

A/C

A/C UNIT

A/E

AAMA

AAP

AB

ABC

ACC

ACI

ACT

ACS DR

ACS FLR

ACS PNL

ACST

AD

ADA

ADC

ADDL

ADDN

ADH

ADJ

ADMIN

AFF

AFG

AFS

AGC

AGGR

AHJ

AHR

AHU

AIA

AISC

ALT

ALT NO

ALUM

AMT

ANOD

ANSI

ANT

AP

APA

APC

APPD

APPROX

AR

ARCH

ASB

ASI

ASKLR

ASPH

ASSN

ASTM

ATCH

ATM

AUTO

AUX

AV

AVG

AW

AWI

AWPA

AWS

B PL

BAT

BD

BD FT

BEV

BHMA

BI FLD DR

BITUM

BKG

BLD

BLDG

BM

BOT

BRCG

BRDG

BRDG JST

BRG

BRG PL

BRKT

BRZ

BSMT

BTWN

BUR

C CONC

C TO C

CAB

CAC

CB

CBB

CCD

CCTV

CCW

CD

CEM

CEM PLAS

CER

CF

CF/CI

CF/OI

CFLG

CFMF

CG

CGSFU

CH

CHEM

CHFR

CHK

CI

CIP

CIR

CIRC

CJ

CL

CLDG

CLG

CLR

CM

CMU

AIR CONDITION

AIR CONDITIONING UNIT

ARCHITECT/ENGINEER

AMERICAN ARCHITECTURAL MANUFACTURERS ASSN

ALARM ANNUNCIATOR PANEL

ANCHOR BOLT

AGGREGATE BASE COURSE

ACCESSIBLE

AMERICAN CONCRETE INSTITUTE

ACOUSTICAL CEILING TILE

ACCESS DOOR

ACCESS FLOOR

ACCESS PANEL

ACOUSTIC

AREA DRAIN

AMERICANS WITH DISABILITIES ACT

AUTOMATIC DOOR CLOSER

ADDITIONAL

ADDITION

ADHESIVE

ADJACENT, ADJOINING, OR ADJUSTABLE

ADMINISTRATION

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ABOVE FINISHED SLAB

ASSOCIATED GENERAL CONTRACTORS

AGGREGATE

AUTHORITY HAVING JURISDICTION

ANCHOR

AIR HANDLING UNIT

AMERICAN INSTITUTE OF ARCHITECTS

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALTERNATE

ALTERNATE NUMBER

ALUMINUM

AMOUNT

ANODIZE

AMERICAN NATIONAL STANDARDS INSTITUTE

ANTENNA

ACCESS PANEL

AMERICAN PLYWOOD ASSOCIATION

ARCHITECTURAL PRECAST CONCRETE

APPROVED

APPROXIMATE

AS REQUIRED

ARCHITECT

ASBESTOS

ARCHITECT'S SUPPLEMENTAL INSTRUCTION

AUTOMATIC SPRINKLER

ASPHALT

ASSOCIATION

AMERICAN SOCIETY FOR TESTING AND MATERIALS

ATTACHMENT

AUTOMATIC TELLER MACHINE

AUTOMATIC

AUXILIARY

AUDIO VISUAL

AVERAGE

ACID WASTE

ARCHITECTURAL WOODWORKING INSTITUTE

AMERICAN WOOD PRESERVERS' ASSOCIATION

AMERICAN WELDING SOCIETY

BASE PLATE

BATTEN

BOARD

BOARD FEET (FOOT)

BEVEL

BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION

BIFOLDING DOORS

BITUMINOUS

BACKING

BUILD

BUILDING

BEAM OR BENCHMARK

BOTTOM

BRACING

BRIDGING

BRIDGING JOIST

BEARING

BEARING PLATE

BRACKET

BRONZE

BASEMENT

BETWEEN

BUILT-UP ROOFING

CAST CONCRETE

CENTER TO CENTER

CABINET

CEILING ATTENUATION CLASS

CATCH BASIN OR CORNER BEAD

CEMENTITIOUS (BACKER) BOARD

CONSTRUCTION CHANGE DIRECTIVE

CLOSED CIRCUIT TELEVISION

COUNTERCLOCKWISE

CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS

CEMENT

CEMENT PLASTER

CERAMIC

CONTRACTOR FURNISHED

CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CONTRACTOR FURNISHED/OWNER INSTALLED

COUNTERFLASHING

COLD-FORMED METAL FRAMING

CORNER GUARD

CERAMIC GLAZED STRUCTURAL FACING UNITS

COAT HOOK

CHEMICAL

CHAMFER

CHECK

CAST IRON

CAST-IN-PLACE

CIRCLE

CIRCULAR

CONSTRUCTION JOINT OR CONTROL JOINT

CENTER LINE

CLADDING

CEILING

CLEAR

CONSTRUCTION MANAGEMENT

CONCRETE MASONRY UNIT

CNR

CNTR

CRTP

CO

CO2

COL

COM

COMB

COMM

COMP

CONC

CONC FLR

COND

CONF

CONN

CONSTR

CONT

CONTR

COORD

CORR

CPM

CPRS

CR

CRS

CRSI

CSB

CSG

CSI

CSK

CSMT

CSWK

CTG

CTR

CTRL

CTV

CU FT

CU IN

CU YD

CURT

CYL

CYL L

D

DAT

DBL

DBL GLZ

DCS

DP

DEG

DEL

DEMO

DEPT

DET

DF

DIA

DIAG

DIFF

DIM

DIR

DISP

DIST

DIV

DL

DOC

DR

DR CL

DR FR

DR OPNG

DS

DSGN

DW

DWG

E

EA

EFF

EFS

EIFS

EJ

EL

ELAST

ELEC

ELEC DR OP

ELEV

EMER

EMER SHR

ENCL

ENGR

ENVIR

EO

EPA

EPDM

EPO

EPS

EQ

EQL SP

EQUIP

EQUIV

ERD

ESC

ESMT

ESP

EST

ETC

EW

EWC

EWS

EXH

EXIST

EXP

EXP BT

EXST GR

EXT

EXT GR

CORNER

COUNTER

COUNTERTOP

CARBON MONOXIDE

CARBON DIOXIDE

COLUMN

COMMON

COMBINATION, COMBINED

COMMUNICATION

COMPONENT

CONCRETE

CONCRETE FLOOR

CONDENSER OR CONDITION

CONFERENCE

CONNECT

CONSTRUCTION

CONTINUE

CONTRACTOR

COORDINATE

CORRIDOR

CRITICAL PATH METHOD

COMPRESSIBLE

CARD READER

COLD ROLLED STEEL

CONCRETE REINFORCING STEEL INSTITUTE

CONCRETE SPLASH BLOCK

CASING

CONSTRUCTION SPECIFICATIONS INSTITUTE

COUNTER SUNK

CASEMENT

CASEWORK

COATING

CENTER

CONTROL

CABLE TELEVISION

CUBIC FEET

CUBIC INCH

CUBIC YARD

CURTAIN

CYLINDER

CYLINDER LOCK

DEPTH OR PENNY (NAIL)

DATUM

DOUBLE

DOUBLE GLAZE

DIAPER CHANGING STATION

DECORATIVE PANEL

DEGREE

DELETE

DEMOLITION

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIFFERENCE OR DIFFUSER

DIMENSION

DIRECTION

DISPENSER

DISTANCE

DIVIDE OR DIVISION

DEAD LOAD

DOCUMENT

DOOR, DRAIN, DRESSING ROOM, OR DRIVE

DOOR CLOSER

DOOR FRAME

DOOR OPENING

DOWNSPOUT

DESIGN

DISHWASHER

DRAWING

EAST

EACH

EFFICIENCY

EXTERIOR FINISH SYSTEM

EXTERIOR INSULATION AND FINISH SYSTEM

EXPANSION JOINT

ELEVATION

ELASTOMERIC

ELECTRIC

ELECTRIC DOOR OPENER

ELEVATOR

EMERGENCY

EMERGENCY SHOWER

ENCLOSURE

ENGINEER

ENVIRONMENT

ELECTRICAL OUTLET

ENVIRONMENTAL PROTECTION AGENCY

ETHYLENE PROPYLENE DIENE MONOMER

EMERGENCY POWER OFF

EXPANDED POLYSTYRENE BOARD (INSULATION)

EQUAL

EQUALLY SPACED

EQUIPMENT

EQUIVALENT

EXISTING ROOF DRAIN

ESCAPE OR ESCUTCHEON

EASEMENT

ESPECIALLY

ESTIMATE

AND SO FORTH OR ET CETERA

EACH WAY

ELECTRIC WATER COOLER

EYE WASH STATION

EXHAUST

EXISTING

EXPANSION OR EXPOSED

EXPANSION BOLT

EXISTING GRADE

EXTERIOR, EXTERNAL, OR EXTINGUISHER

EXTERIOR GRADE

F

FA

FAB

FAC

FACIL

FAS

FAS BD

FCU

FCO

FCTY

FD

FDC

FDTN

FE

FEC

FF

FF EL

FF&E

FHC

FHP

FIG

FIL

FIN

FIN FLR

FIN GR

FIN WD

FIXT

FL

FLASH

FLDG

FLEX

FLG

FLR

FLR FIN

FLR SK

FLUOR

FLUOR FIX

FM

FM-G

FO

FOC

FOF

FOM

FOS

FOUNT

FOW

FP

FR

FR SNK

FREQ

FRMG

FRP

FRZ

FS

FSB

FSTNR

FT

FTG

FURG

FURN

FUT

FVC

GA

GAL

GALV

GALV STL

GB

GC

GD

GDR

GEN

GFRC

GFRG

GFRP

GI

GL

GL BLK

GLU LAM

GP

GR FL

GRAN

GRTG

GSB

GSL

GSM

GSU

GT

GUAR

GUT

GYP

GYP BD

GYP PLAS

H

HAZ MAT

HB

HC

HCWD

HDBD

HDO

HDR

HDW

HDWD

HEPA

HEX

HGR

HM

HMD

HMDF

HMF

HNDRL

HO

HORIZ

HOSP

HP

HPD

HPDL

HQ

HS

HSE

HSKPG

FAHRENHEIT OR FEMALE

FIRE ALARM

FABRIC

FACTOR

FACILITY

FASCIA

FASCIA BOARD

FAN COIL UNIT

FLOOR CLEANOUT

FACTORY

FLOOR DRAIN

FIRE DEPARTMENT CONNECTION

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FACE

FINISH FLOOR ELEVATION

FURNITURE, FIXTURE, AND EQUIPMENT

FIRE HOSE CABINET

FULL HEIGHT PARTITION

FIGURE

FILLET

FINISH

FINISH FLOOR

FINISH GRADE

FINISH WOOD

FIXTURE

FLOORLINE

FLASHING

FOLDING

FLEXIBLE

FLOORING

FLOOR

FLOOR FINISH

FLOOR SINK

FLUORESCENT

FLUORESCENT FIXTURE

FACTORY MUTUAL

FACTORY MUTUAL GLOBAL

FINISHED OPENING

FACE OF CONCRETE OR FACE OF CURB

FACE OF FINISH

FACE OF MASONRY

FACE OF SLAB OR FACE OF STUD

FOUNTAIN

FACE OF WALL

FIRE PROTECTION OR FIREPROOF

FIRE RATING, FIRE RESISTANT, OR FRAME

FLUSHING RIM SINK

FREQUENCY

FRAMING

FIBERGLASS REINFORCED PLASTIC

FREEZER

FEDERAL SPECIFICATION

FOLDING SHOWER BENCH

FASTENER

FEET OR FOOT

FOOTING

FURRING

FURNISH OR FURNITURE

FUTURE

FIRE VALVE CABINET

GAGE OR GYPSUM ASSOCIATION

GALLON

GALVANIC OR GALVANIZED

GALVANIZED STEEL

GRAB BAR

GENERAL CONTRACTOR

GUARD

GUARD RAIL

GENERAL OR GENERATOR

GLASS-FIBER-REINFORCED CONCRETE

GLASS-FIBER-REINFORCED GYPSUM

GLASS-FIBER-REINFORCED PLASTIC

GALVANIZED IRON

GLASS

GLASS BLOCK

GLUED LAMINATED WOOD

GRAB BAR

GROUND FLOOR

GRANITE

GRATING

GYPSUM SHEATHING BOARD

GRAVESITE LOCATOR

GALVANIZED SHEET METAL

GLAZED STRUCTURAL UNIT

GROUT

GUARANTEE

GUTTER

GYPSUM

GYPSUM BOARD

GYPSUM PLASTER

HIGH OR HUMIDISTAT

HAZARDOUS MATERIALS

HOSE BIBB

HOLLOW CORE

HOLLOW CORE WOOD DOOR

HARDBOARD

HIGH DENSITY OVERLAY

HEADER

HARDWARE

HARDWOOD

HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HEXAGON

HANGER

HOLLOW METAL

HOLLOW METAL DOOR

HOLLOW METAL DOOR AND FRAME

HOLLOW METAL FRAME

HANDRAIL

HOLD OPEN

HORIZONTAL

HOSPITAL

HIGH PRESSURE

HYGIENE PRODUCT DISPOSAL

HIGH PRESSURE DECORATIVE LAMINATE

HEADQUARTERS

HEAT-STRENGTHENED (GLASS) OR HIGH STRENGTH

HOUSE

HOUSEKEEPING

HST

HSS

HT

HVAC

HVY

HW

HYD

HYDR

IAQ

IBC

IC

ICW

ID

ID NO

ILLUM

INCL

IND

INFO

INSUL

INT

INTL

IWH

JAN

KD

KIT

KO

KPL

LAB

LAD

LAM

LAM GL

LAU

LAV

LBR

LBS

LCS

LD BRG

LDR

LED

LF

LIB

LIN

LIQ

LKR

LKR RM

LL

LMST

LRG

LRV

LS

LT

LT GA

LT WT

LTG

LTNG

LVD

LVR

LWC

LWIC

LYR

MACH

MACH RM

MAINT

MAN

MATL

MATV

MAX

MBD

MCB

MD

ME

MEAS

MECH

MECH RM

MED

MEK

MEMB

MEMO

MEZZ

MF

MFD

MFG

MFR

MFR REC

MGT

MIC

MID

MIL STD

MIN

MIR

MISC

MIT

MKR

ML

MLDG

MLWK

mm

MO

MOD

MOD BIT

MON

MOPR

MR

MS

MTD

MTG

MTL

MULL

MW

MWP

HOIST

HOLLOW STRUCTURAL STEEL

HEIGHT

HEATING, VENTILATING, AND AIR CONDITIONING

HEAVY

HOT WATER

HYDRANT

HYDRAULIC

INDOOR AIR QUALITY

INTERNATIONAL BUILDING CODE

INFECTION CONTROL

INFECTION CONTROL WALL

INSIDE DIAMETER

IDENTIFICATION NUMBER

ILLUMINATION

INCLUDED

INDEPENDENT OR INDUSTRIAL

INFORMATION

INSULATION

INTERIOR

INTERNATIONAL

INSTANTANEOUS WATER HEATER

JANITOR

KILN DRIED OR KNOCKED DOWN

KITCHEN

KNOCKOUT

KICKPLATE

ANGLE

LABORATORY

LADDER

LAMINATE

LAMINATED GLASS

LAUNDRY

LAVATORY

LUMBER

POUND

LOCKABLE CHARTING STATION/MED CABINET

LOAD-BEARING

LEADER

LIGHT EMITTING DIODE

LINEAR FEET (FOOT)

LIBRARY

LINEAR

LIQUID

LOCKER

LOCKER ROOM

LEAD LINED

LIMESTONE

LARGE

LOUVERED ROOF VENT

LIGHT SWITCH

LIGHT

LIGHT GAGE

LIGHTWEIGHT

LIGHTING

LIGHTNING

LOUVERED

LOUVER

LIGHTWEIGHT CONCRETE

LIGHTWEIGHT INSULATING CONCRETE

LAYER

MACHINE

MACHINE ROOM

MAINTENANCE

MANUAL

MATERIAL

MASTER ANTENNA TELEVISION SYSTEM

MAXIMUM

MARKER BOARD

METAL CORNER BEAD

DECK

MECHANICAL ENGINEER

MEASURE

MECHANICAL

MECHANICAL ROOM

MEDICAL, MEDIUM

METHYL ETHYL KETONE

MEMBRANE

MEMORANDUM

MEZZANINE

MILL FINISH

MANUFACTURED

MANUFACTURING

MANUFACTURER

MANUFACTURER'S RECOMMENDATION

MANAGEMENT

MICROPHONE

MIDDLE

MILITARY STANDARD

MINIMUM

MIRROR

MISCELLANEOUS

MITER

MARKER

METAL LATH

MOLDING (MOULDING)

MILLWORK

MILLIMETER

MASONRY OPENING

MODEL, MODIFY OR MODULE

MODIFIED BITUMEN

MONITOR

MOP RACK

MOISTURE RESISTANT

MOP SINK

MOUNTED

MOUNTING

METAL

MULLION

MICROWAVE

MEMBRANE WATERPROOFING

N

NA

NAT

NATL

NC

NCOMBL

NEC

NEG

NEMA

NEUT

NFC

NFPA

NIC

NO

NOM

NR

NRC

NRCA

NRP

NS

NUM

O/O O

OA

OC

OCC

OCT

OD

OD

OF/CI

OFD

OFF

OF/OI

OH

OH DR

OPH

OPNG

OPP

OPR

OPT

OR

ORD

ORG

ORIG

ORN

OSHA

OUT

OZ

P

PAR

PARA

PART

PAT

PB

PBD

PC

PCA

PCC

PCCP

PCD

PCF

PCP

PCT

PED

PEN

PEND

PERF

PERIM

PERP

PHAR

PHOTO

PKG

PL

PL GL

PLAM

PLAS

PLBG

PLYWD

PMTL

PNEU

PNL

PO

POLY

PP

PR

PRCST

PREFAB

PREFIN

PRELIM

PREP

PRESS

PREV

PRKG

PRMLD

PROJ

PROP

PSF

PSI

PT

PTD

PTN

PTS

PVC

PVG

PWR

QA

QC

QRY

QTR

QTY

QUAD

QUAL

R

RA

RAD

RBM

RBR

NORTH

NOT APPLICABLE

NATURAL

NATIONAL

NOISE CRITERIA OR NURSE CALL

NONCOMBUSTIBLE

NATIONAL ELECTRICAL CODE

NEGATIVE

NATIONAL ELECTRICAL MANUFACTURERS ASSN

NEUTRAL

NATIONAL FIRE CODE

NATIONAL FIRE PROTECTION ASSOCIATION

NOT IN CONTRACT

NUMBER

NOMINAL

NOISE REDUCTION

NOISE REDUCTION COEFFICIENT

NATIONAL ROOFING CONTRACTORS ASSOCIATION

NONREMOVABLE

NARROW STILE

NUMERAL

OUT TO OUT

OXYGEN

OUTSIDE AIR OR OVERALL

ON CENTER

OCCUPY

OCTAGON

OUTSIDE DIAMETER, OUTSIDE DIMENSION

OUTSIDE DIAMETER/OUTSIDE DIMENSION

OWNER FURNISHED/CONTRACTOR INSTALLED

OVERFLOW DRAIN

OFFICE

OWNER FURNISHED/OWNER INSTALLED

OVERHANG

OVERHEAD (COILING) DOOR

OPPOSITE HAND

OPENING

OPPOSITE

OPERABLE

OPTIONAL

OPERATING ROOM OR OUTSIDE RADIUS

ORDNANCE OR OVERFLOW ROOF DRAIN

ORGANIC

ORIGINAL

ORNAMENTAL

OCCUPATIONAL SAFETY AND HEALTH ADMINSTRATION

OUTLET

OUNCE

PAINT

PARALLEL OR PARAPET

PARAGRAPH

PARTIAL

PATTERN

PUSHBUTTON

PARTICLEBOARD

PIECE, POLYCARBONATE OR PORTLAND CEMENT

PORTLAND CEMENT ASSOCIATION

PRECAST CONCRETE

CONCRETE PAVEMENT

PAPER CUP DISPENSER

POUNDS PER CUBIC FOOT

PORTLAND CEMENT PLASTER

PRIVACY CURTAIN TRACK

PEDESTAL

PENETRATE

PENDANT

PERFORATED

PERIMETER

PERPENDICULAR

PHARMACY

PHOTOGRAPH

PACKAGE

PROPERTY LINE

PLATE GLASS

PLASTIC LAMINATE

PLASTER OR PLASTIC

PLUMBING

PLYWOOD

PAINTED METAL

PNEUMATIC

PANEL

POST OFFICE, PURCHASE ORDER

POLYETHYLENE (PLASTIC)

PUSH PLATE

PAIR

PRECAST

PREFABRICATE

PREFINISH

PRELIMINARY

PREPARATION

PRESSURE

PREVIOUS

PARKING

PREMOLDED

PROJECT

PROPERTY

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PORCELAIN TILE OR PRESSURE TREATED

PAPER TOWEL DISPENSER

PARTITION

PNEUMATIC TUBE STATION

POLYVINYL CHLORIDE (PLASTIC)

PAVING

POWER

QUALITY ASSURANCE

QUALITY CONTROL

QUARRY

QUARTER

QUANTITY

QUADRANT

QUALITY

RADIUS OR RISER

RETURN AIR

RADIATOR

REINFORCED BRICK MASONRY

RUBBER

RC

RCP

RCVR

RD

REC

RECD

RECPT

RECT

REF

REFR

REG

REINF

REP

REPL

REQ

REQD

RET

REV

RFG

RFI

RFP

RFS

RL

RLG

RM

RM LT

RND

RO

ROW

RS

RSV

RT

RV

RVS

RWL

S

SA

SALV

SAMP

SAN

SB

SBS

SBSTR

SC

SCH

SCHED

SCHEM

SCP

SCRN

SCT

SCWD

SD

SDG

SECT

SEG

SEL

SEP

SF

SFTWD

SGD

SGL

SHR

SHR HD

SHRD

SHT

SHTHG

SHV

SIM

SJ

SJI

SK

SKLT

SLDG

SLNT

SM

SMK

SND INS

SPEC

SPKLR

SPKR

SPLY

SPR

SQ

SQ IN

SQ YD

SST

ST

STC

STD

STIF

STL JST

STL LNTL

STL PL

STL RF DK

STL TB

STL TR

STNLS

STOR

STR

STRUCT

STRUCT STL

SUB

SURF

SUSP

SUSP CLG

SW

SWDR

SYM

SYNTH

SYS

REMOTE CONTROL

REFLECTED CEILING PLAN

RECEIVER

ROAD OR ROOF DRAIN

RECESSED

RECEIVED

RECEPTACLE

RECTANGLE

REFERENCE OR REFRIGERATOR

REFRACTORY, REFRIGERATION

REGISTER

REINFORCE

REPAIR

REPLACE

REQUIRE

REQUIRED

RETURN

REVISION

ROOFING

REQUEST FOR INFORMATION

REQUEST FOR PROPOSAL

ROOM FINISH SCHEDULE

ROOF LEADER

RAILING

ROOM

NURSE CALL LIGHT/ROOM LIGHT

ROUND

ROUGH OPENING

RIGHT OF WAY

ROUGH SAWN

RESILIENT SHEET VINYL

RIGHT

ROOF VENT

REVERSE

RAIN WATER LEADER

SOLID SURFACE

SUPPLY AIR

SALVAGE

SAMPLE

SANITARY

SPLASH BLOCK

STYRENE BUTADIEN STYRENE

SUBSTRATE

SHARPS CONTAINER

SCHOOL

SCHEDULE

SCHEMATIC

SCUPPER

SCREEN

SHOWER CURTAIN TRACK

SOLID CORE WOOD DOOR

SMOKE DETECTOR/SOAP DISPENSER

SIDING

SECTION

SEGMENT

SELECT

SEPARATE

SQUARE FOOT (FEET)

SOFTWOOD

SLIDING GLASS DOOR

SINGLE

SHOWER

SHOWER HEAD

SHOWER DRAIN

SHEET

SHEATHING

SHELVING

SIMILAR

SCORED JOINT

STEEL JOIST INSTITUTE

SKETCH

SKYLIGHT

SLIDING

SEALANT

SHEET METAL

SMOKE

SOUND INSULATION

SPECIFICATION

SPRINKLER

SPEAKER

SUPPLY

SINGLE PLY ROOF SYSTEM

SQUARE

SQUARE INCH

SQUARE YARD

STAINLESS STEEL

STAIRS OR STREET

SOUND TRANSMISSION CLASS

STANDARD

STIFFENER

STEEL JOIST

STEEL LINTEL

STEEL PLATE

STEEL ROOF DECK

STEEL TUBE

STEEL TRUSS

STAINLESS

STORAGE

STRINGERS

STRUCTURAL

STRUCTURAL STEEL

SUBSTITUTE

SURFACE

SUSPEND

SUSPENDED CEILING

SWITCH

SWING DOOR

SYMBOL

SYNTHETIC

SYSTEM

T T&M

TB

TBD

TECH

TEL

TEMP

THERM

THK

THRES

THRU

THRUOUT

TMPD

TMPD GL

TN

TO

TO FDN

TOB

TOM

TOP

TOS

TOW

TPD

TRANS

TRTD

TS

TSTAT

TV

TYP

U

UC

UGND

UL

ULT

UNFIN

UNO

UPS

UR

UTIL

UV

VAC

VAR

VEH

VENT

VERT

VEST

VFD

VIC

VID

VIF

VNR

VOC

VOL

VR

VTR

W/ W/O

WBL

WC

WD

WDW

WF

WFR

WFS

WH

WHSE

WP

WPM

WR

WS

WSCT

WT

X BRACE

XPS

YD

TREAD OR THERMOSTAT

TIME AND MATERIALS

TOWEL BAR

TACK BOARD

TECHNICAL

TELEPHONE

TEMPERATURE OR TEMPORARY

THERMAL

THICKNESS

THRESHOLD

THROUGH

THROUGHOUT

TEMPERED

TEMPERED GLASS

TRUE NORTH

TOP OF ___

TOP OF FOUNDATION

TOP OF BEAM

TOP OF MASONRY

TOP OF PARAPET

TOP OF STEEL

TOP OF WALL

TOILET PAPER DISPENSER

TRANSOM

TREATED

TUBE STEEL

THERMOSTAT

TELEVISION

TYPICAL

HEAT TRANSFER COEFFICIENT

UNDERCUT

UNDERGROUND

UNDERWRITERS LABORATORIES

ULTIMATE

UNFINISH

UNLESS NOTED OTHERWISE

UNINTERRUPTIBLE POWER SUPPLY

URINAL

UTILITY

ULTRAVIOLET

VACUUM

VARIES

VEHICLE

VENTILATION

VERTICAL

VESTIBULE

VARIABLE FREQUENCY DRIVE

VICINITY

VIDEO

VERIFY IN FIELD

VENEER

VOLATILE ORGANIC COMPOUND

VOLUME

VAPOR RETARDER

VENT THROUGH ROOF

WITH

WITHOUT

WOOD BLOCKING

WATER CLOSET

WOOD

WINDOW

WIDE FLANGE

WOOD FRAME

WOOD FURRING STRIPS

WATER HEATER

WAREHOUSE

WATERPROOFING

WATERPROOF MEMBRANE

WEATHER RESISTANT

WEATHERSTRIP OR WALL SCONCE

WAINSCOT

WEIGHT OR WINDOW TREATMENT

CROSS BRACE

EXTRUDED POLYSTYRENE BOARD

YARD

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:2

A

M

AE001

ARCHITECTURAL ABBREVIATIONS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 MWC

BID DOCUMENTS

18704

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

H

C

G

F

E

D

TELECOM

RACK

STORAGE

ELECTRICAL

E

LE

C T

R

IC

A L

HVAC

3 4 54.1 5.13.1

D.1

DE9

DE7

DE5

DE8

DE9

9' -4

3/ 4"

8' -8

/4

9'

-4

9' -4

9'

-4

6 1/2" 22'-11 1/2" 6" 20'-10" 6" 20'-8"

EARTH,

REFER TO STRUCT

HVAC

'-8

'-0

+/- 24'-6"(DEMO)

FD

FD

FD

FEC

(EXIST.)

DE14

DE14

DE14

6'-7" 3'-2"

DE17

DE17

DE17

DEMOLITION GENERAL NOTES

1. CONTRACTOR MUST COORDINATE ALL DEMOLITION WORK, PHASING AND

SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING SEQUENCING

PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER PLANNING

PURPOSES ONLY, UNLESS NOTED OTHERWISE.

2. CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES FOR

THE DEMOLITION WORK REQUIRED FOR THIS PROJECT.

3. WHERE PARTITIONS ARE INDICATED TO BE REMOVED, REMOVE PARTITION ALONG

WITH ALL ITEMS CONTAINED WITHIN, INCLUDING DOORS, FRAMES, HARDWARE,

SIDELIGHTS, WINDOWS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. TO

STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.

4. REMOVE FLOOR FINISH TO FLOOR SUBSTRATE AND PREPARE SUBSTRATE

SURFACE FOR SCHEDULED FINISHES WITHIN AREA TO BE REMODELED, UNLESS

NOTED OTHERWISE. SEE FINISH SCHEDULE FOR NEW FINISHES TO BE INSTALLED.

5. CEILING IS TO BE DEMOLISHED, REMOVE CEILING SYSTEM ALONG WITH ALL

ASSOCIATED MECHANICAL AND ELECTRICAL ITEMS, UNLESS NOTED OTHERWISE.

SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF CONDUIT, PIPING

AND DUCTWORK DEMOLITION WITHIN AREA TO BE REMODELED.

6. WHERE INDICATED, REMOVE ALL WALL/PARTITION EXISTING FINISHES AND

PREPARE THE SURFACES FOR SCHEDULED FINISHES, SEE FINISH SCHEDULE FOR

FINISHES.

7. ALL DISTURBED AREAS, WALLS, PARTITIONS, FLOORS, ETC, DAMAGED BY

DEMOLITION WORK MUST BE PATCHED TO MATCH ADJACENT AREA.

8. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS SUCH

AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.

9. SALVAGED ITEMS SCHEDULED FOR REUSE MUST BE CLEANED, RESTORED AND/OR

REFINISHED TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

10. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS

COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE

PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL

MEMBERS MUST BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL

ENGINEER.

11. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION AND PREP WORK.

12. WALL AND CEILING MOUNTED ITEMS SHOWN DASHED, SUCH AS WALL CABINETS,

SHELVING, CUBICLE CURTAIN TRACKS, PROJECTION SCREENS ETC, MUST BE

REMOVED, UNLESS NOTED OTHERWISE.

13. WITHIN ALL EXISTING ROOMS/SPACES RECEIVING SCHEDULED FLOOR, OR WALL,

OR CEILING FINISHES, REMOVE ALL EXISTING FLOOR, OR WALL, OR CEILING

FINISHES DOWN TO THE SUBSTRATE. INCLUDE THE REMOVAL OF ALL ITEMS

LOCATED WITHIN THE EXISTING FINISH REMOVALS UNO. PATCH AND PREP ALL

SUBSTRATES TO RECEIVE SCHEDULED FINISHES. FOR ADDITIONAL INFORMATION,

SEE KEYNOTED ITEMS, FINISH PLANS AND/OR SCHEDULES, STRUCTURAL,

MECHANICAL AND ELECTRICAL.

14. ALL CEDAR SIDING, LIMESTONE VENEER ON FOUNDATION WALLS, AND METAL

ROOFING TO BE REMOVED AS PART OF DEMOLITION.

DEMOLITION PLAN KEYED NOTES

DE1

DEMO PORTION OF RESTROOM PARTITION. SEE PLANS AND INTERIOR

ELEVATIONS FOR ACCESS PANEL LOCATION.

DE2

REMOVE AND REPLACE GYP BD ON EXTERIOR WALLS IN THIS ROOM. INSPECT

EXPOSED STUDS FOR WATER DAMAGE. IF DISCOLORATION OR WATER DAMAGE

IS FOUND, NOTIFY COR BEFORE INSTALLING NEW GYP BD.

DE3

REMOVE METAL ROOF PANELS AND ROOF UNDERLAYMENT. PREPARE ROOF

SHEATHING FOR ROOFING TRUSSES AND ROOF SYSTEM. SEE STRUCTURAL

DRAWINGS FOR LOCATIONS TO REMOVE ROOF SHEATHING.

DE4

REMOVE EXISTING GUTTER SYSTEM. SEE HAZARDOUS MATERIALS

SPECIFICATION AND SHEET FOR LEAD PAINT INFORMATION.

DE5

REMOVE AND STORE EXISTING DOOR AND FRAME. INFILL OPENING WITH

CONCRETE TO MATCH EXISTING. REUSE DOOR AND FRAME AT B01A.

DE6 REMOVE EXISTING SIDING AND SHEATHING.

DE7

DEMO AND REMOVE PATIO SLAB. SEE MECHANICAL AND ELECTRICAL PLANS

FOR DEMOLITION REQUIREMENTS OF BUILDING EQUIPMENT.

DE8 CUT HOLE IN WALL FOR NEW HM DOOR. SEE SHEET AE111.

DE9 DEMO AND REMOVE EXTERIOR CONCRETE STAIRS AND FLOOR DRAIN

DE10 REMOVE EXISTING DOOR AND FRAME.

DE11 WIND SCREEN TO BE REMOVED AND RELOCATED. SEE AE121

DE12

REMOVE EXISTING CERAMIC TILE TO FLOOR SUBSTRATE AND PREPARE

SUBSTRATE SURFACE FOR THE INSTALLATION OF SCHEDULED FINISHES

DE13

REMOVE EXISTING LVT TO FLOOR SUBSTRATE AND PREPARE SUBSTRATE

SURFACE FOR THE INSTALLATION OF SCHEDULED FINISHES

DE14

PREPARE EXISTING CONCRETE AS REQUIRED FOR THE INSTALLATION OF

SCHEDULED FINISHES

DE15 REMOVE AND SALVAGE EXISTING HANDRAIL FOR REINSTALLATION

DE16 REMOVE EXISTING GRAVESITE LOCATOR ROOF

DE17 REPLACE EXISTING STONE VENEER WITH CONCRETE FILL, SEE STRUCTURAL

DE18 REMOVE ALUMINUM WINDOWS. PREPARE OPENING FOR NEW STOREFRONT

DE19 REMOVE ALUMINUM WINDOWS

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

DE20

REMOVE EXISTING WALL HYDRANT. SEE HAZARDOUS MATERIALS

SPECIFICATION AND SHEET FOR LEAD PAINT INFORMATION.

DEMOLITION PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL OR

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

EXISTING DOOR

AND FRAME TO BE

DEMOLISHED

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

B01

BASEMENT

B02

BASEMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:2

A

M

AD111

LOWER LEVEL DEMOLITION PLAN

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 CM MWC

BID DOCUMENTS

18704

0 4' 8'2' 1/4" = 1'-0"

LOWER LEVEL DEMO PLAN

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

C

G

F

E

D

9' -4

3/ 4"

8' -8

/4

9'

-4

9' -4

9'

-4

'-0

'-8

DE1

DE1

DE1

DE2

3 4 54.1 5.13.1

D.1

DE6

6 1/2" 22'-11 1/2" 6" 20'-10" 6" 20'-8"

DE10

DE10

3'-2" 10"

DE9

DE19

DE11

DE16

DE12

DE12DE12

DE12 DE12

DE13

DE13

DE13

DE17 DE17

DE13

DE13

DE15

DE19

DE18

DE6

DEMOLITION GENERAL NOTES

1. CONTRACTOR MUST COORDINATE ALL DEMOLITION WORK, PHASING AND

SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING SEQUENCING

PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER PLANNING

PURPOSES ONLY, UNLESS NOTED OTHERWISE.

2. CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES FOR

THE DEMOLITION WORK REQUIRED FOR THIS PROJECT.

3. WHERE PARTITIONS ARE INDICATED TO BE REMOVED, REMOVE PARTITION ALONG

WITH ALL ITEMS CONTAINED WITHIN, INCLUDING DOORS, FRAMES, HARDWARE,

SIDELIGHTS, WINDOWS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. TO

STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.

4. REMOVE FLOOR FINISH TO FLOOR SUBSTRATE AND PREPARE SUBSTRATE

SURFACE FOR SCHEDULED FINISHES WITHIN AREA TO BE REMODELED, UNLESS

NOTED OTHERWISE. SEE FINISH SCHEDULE FOR NEW FINISHES TO BE INSTALLED.

5. CEILING IS TO BE DEMOLISHED, REMOVE CEILING SYSTEM ALONG WITH ALL

ASSOCIATED MECHANICAL AND ELECTRICAL ITEMS, UNLESS NOTED OTHERWISE.

SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF CONDUIT, PIPING

AND DUCTWORK DEMOLITION WITHIN AREA TO BE REMODELED.

6. WHERE INDICATED, REMOVE ALL WALL/PARTITION EXISTING FINISHES AND

PREPARE THE SURFACES FOR SCHEDULED FINISHES, SEE FINISH SCHEDULE FOR

FINISHES.

7. ALL DISTURBED AREAS, WALLS, PARTITIONS, FLOORS, ETC, DAMAGED BY

DEMOLITION WORK MUST BE PATCHED TO MATCH ADJACENT AREA.

8. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS SUCH

AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.

9. SALVAGED ITEMS SCHEDULED FOR REUSE MUST BE CLEANED, RESTORED AND/OR

REFINISHED TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

10. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS

COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE

PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL

MEMBERS MUST BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL

ENGINEER.

11. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION AND PREP WORK.

12. WALL AND CEILING MOUNTED ITEMS SHOWN DASHED, SUCH AS WALL CABINETS,

SHELVING, CUBICLE CURTAIN TRACKS, PROJECTION SCREENS ETC, MUST BE

REMOVED, UNLESS NOTED OTHERWISE.

13. WITHIN ALL EXISTING ROOMS/SPACES RECEIVING SCHEDULED FLOOR, OR WALL,

OR CEILING FINISHES, REMOVE ALL EXISTING FLOOR, OR WALL, OR CEILING

FINISHES DOWN TO THE SUBSTRATE. INCLUDE THE REMOVAL OF ALL ITEMS

LOCATED WITHIN THE EXISTING FINISH REMOVALS UNO. PATCH AND PREP ALL

SUBSTRATES TO RECEIVE SCHEDULED FINISHES. FOR ADDITIONAL INFORMATION,

SEE KEYNOTED ITEMS, FINISH PLANS AND/OR SCHEDULES, STRUCTURAL,

MECHANICAL AND ELECTRICAL.

14. ALL CEDAR SIDING, LIMESTONE VENEER ON FOUNDATION WALLS, AND METAL

ROOFING TO BE REMOVED AS PART OF DEMOLITION.

DEMOLITION PLAN KEYED NOTES

DE1

DEMO PORTION OF RESTROOM PARTITION. SEE PLANS AND INTERIOR

ELEVATIONS FOR ACCESS PANEL LOCATION.

DE2

REMOVE AND REPLACE GYP BD ON EXTERIOR WALLS IN THIS ROOM. INSPECT

EXPOSED STUDS FOR WATER DAMAGE. IF DISCOLORATION OR WATER DAMAGE

IS FOUND, NOTIFY COR BEFORE INSTALLING NEW GYP BD.

DE3

REMOVE METAL ROOF PANELS AND ROOF UNDERLAYMENT. PREPARE ROOF

SHEATHING FOR ROOFING TRUSSES AND ROOF SYSTEM. SEE STRUCTURAL

DRAWINGS FOR LOCATIONS TO REMOVE ROOF SHEATHING.

DE4

REMOVE EXISTING GUTTER SYSTEM. SEE HAZARDOUS MATERIALS

SPECIFICATION AND SHEET FOR LEAD PAINT INFORMATION.

DE5

REMOVE AND STORE EXISTING DOOR AND FRAME. INFILL OPENING WITH

CONCRETE TO MATCH EXISTING. REUSE DOOR AND FRAME AT B01A.

DE6 REMOVE EXISTING SIDING AND SHEATHING.

DE7

DEMO AND REMOVE PATIO SLAB. SEE MECHANICAL AND ELECTRICAL PLANS

FOR DEMOLITION REQUIREMENTS OF BUILDING EQUIPMENT.

DE8 CUT HOLE IN WALL FOR NEW HM DOOR. SEE SHEET AE111.

DE9 DEMO AND REMOVE EXTERIOR CONCRETE STAIRS AND FLOOR DRAIN

DE10 REMOVE EXISTING DOOR AND FRAME.

DE11 WIND SCREEN TO BE REMOVED AND RELOCATED. SEE AE121

DE12

REMOVE EXISTING CERAMIC TILE TO FLOOR SUBSTRATE AND PREPARE

SUBSTRATE SURFACE FOR THE INSTALLATION OF SCHEDULED FINISHES

DE13

REMOVE EXISTING LVT TO FLOOR SUBSTRATE AND PREPARE SUBSTRATE

SURFACE FOR THE INSTALLATION OF SCHEDULED FINISHES

DE14

PREPARE EXISTING CONCRETE AS REQUIRED FOR THE INSTALLATION OF

SCHEDULED FINISHES

DE15 REMOVE AND SALVAGE EXISTING HANDRAIL FOR REINSTALLATION

DE16 REMOVE EXISTING GRAVESITE LOCATOR ROOF

DE17 REPLACE EXISTING STONE VENEER WITH CONCRETE FILL, SEE STRUCTURAL

DE18 REMOVE ALUMINUM WINDOWS. PREPARE OPENING FOR NEW STOREFRONT

DE19 REMOVE ALUMINUM WINDOWS

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

DE20

REMOVE EXISTING WALL HYDRANT. SEE HAZARDOUS MATERIALS

SPECIFICATION AND SHEET FOR LEAD PAINT INFORMATION.

DEMOLITION PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL OR

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

EXISTING DOOR

AND FRAME TO BE

DEMOLISHED

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

DIRECTOR'S

OFFICE

WORK AREA

MEN'S

WOMEN'S

ADMIN

OFFICE

ASSISTANT

DIRECTOR

CEMETERY

OFFICE

RECEPTION 101

PUBLIC

LOBBY

JANITOR'S

CLOSET

WOMEN'S

TOILET

MEN'S

TOILET

STORAGE

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:2

A

M

AD121

FIRST LEVEL DEMOLITION PLAN

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 CM MWC

BID DOCUMENTS

18704

0 4' 8'2'1/4" = 1'-0"

FIRST LEVEL DEMO PLAN

DE10DE10

DE10

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

C

G

F

E

D

3 4 54.1 5.13.1

D.1

'-0

9'

-4

9' -4

'-8

DE4

DE3

DE4

DE4

DE4

DE4

DE4

DE4

DE3

DE3

DE16

9' -4

9'

-4

'-0

5' -2

7 3/4" 4'-10 1/4"

'-8

6 1/2" 22'-11 1/2" 6" 20'-10" 6" 20'-8"

66'-0"

9/

R O

O F

S

LO

P E

9/

R O

O F

S

LO

P E

9/

R O

O F

S

LO

P E

9/

R O

O F

S

LO

P E

9/

R O

O F

S

LO

P E

9/

R O

O F

S

LO

P E

REMOVE GRAVESITE LOCATOR ROOF.

DEMOLITION PLAN KEYED NOTES

DE1

DEMO PORTION OF RESTROOM PARTITION. SEE PLANS AND INTERIOR

ELEVATIONS FOR ACCESS PANEL LOCATION.

DE2

REMOVE AND REPLACE GYP BD ON EXTERIOR WALLS IN THIS ROOM. INSPECT

EXPOSED STUDS FOR WATER DAMAGE. IF DISCOLORATION OR WATER DAMAGE

IS FOUND, NOTIFY COR BEFORE INSTALLING NEW GYP BD.

DE3

REMOVE METAL ROOF PANELS AND ROOF UNDERLAYMENT. PREPARE ROOF

SHEATHING FOR ROOFING TRUSSES AND ROOF SYSTEM. SEE STRUCTURAL

DRAWINGS FOR LOCATIONS TO REMOVE ROOF SHEATHING.

DE4

REMOVE EXISTING GUTTER SYSTEM. SEE HAZARDOUS MATERIALS

SPECIFICATION AND SHEET FOR LEAD PAINT INFORMATION.

DE5

REMOVE AND STORE EXISTING DOOR AND FRAME. INFILL OPENING WITH

CONCRETE TO MATCH EXISTING. REUSE DOOR AND FRAME AT B01A.

DE6 REMOVE EXISTING SIDING AND SHEATHING.

DE7

DEMO AND REMOVE PATIO SLAB. SEE MECHANICAL AND ELECTRICAL PLANS

FOR DEMOLITION REQUIREMENTS OF BUILDING EQUIPMENT.

DE8 CUT HOLE IN WALL FOR NEW HM DOOR. SEE SHEET AE111.

DE9 DEMO AND REMOVE EXTERIOR CONCRETE STAIRS AND FLOOR DRAIN

DE10 REMOVE EXISTING DOOR AND FRAME.

DE11 WIND SCREEN TO BE REMOVED AND RELOCATED. SEE AE121

DE12

REMOVE EXISTING CERAMIC TILE TO FLOOR SUBSTRATE AND PREPARE

SUBSTRATE SURFACE FOR THE INSTALLATION OF SCHEDULED FINISHES

DE13

REMOVE EXISTING LVT TO FLOOR SUBSTRATE AND PREPARE SUBSTRATE

SURFACE FOR THE INSTALLATION OF SCHEDULED FINISHES

DE14

PREPARE EXISTING CONCRETE AS REQUIRED FOR THE INSTALLATION OF

SCHEDULED FINISHES

DE15 REMOVE AND SALVAGE EXISTING HANDRAIL FOR REINSTALLATION

DE16 REMOVE EXISTING GRAVESITE LOCATOR ROOF

DE17 REPLACE EXISTING STONE VENEER WITH CONCRETE FILL, SEE STRUCTURAL

DE18 REMOVE ALUMINUM WINDOWS. PREPARE OPENING FOR NEW STOREFRONT

DE19 REMOVE ALUMINUM WINDOWS

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

DE20

REMOVE EXISTING WALL HYDRANT. SEE HAZARDOUS MATERIALS

SPECIFICATION AND SHEET FOR LEAD PAINT INFORMATION.

DEMOLITION GENERAL NOTES

1. CONTRACTOR MUST COORDINATE ALL DEMOLITION WORK, PHASING AND

SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING SEQUENCING

PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER PLANNING

PURPOSES ONLY, UNLESS NOTED OTHERWISE.

2. CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES FOR

THE DEMOLITION WORK REQUIRED FOR THIS PROJECT.

3. WHERE PARTITIONS ARE INDICATED TO BE REMOVED, REMOVE PARTITION ALONG

WITH ALL ITEMS CONTAINED WITHIN, INCLUDING DOORS, FRAMES, HARDWARE,

SIDELIGHTS, WINDOWS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. TO

STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.

4. REMOVE FLOOR FINISH TO FLOOR SUBSTRATE AND PREPARE SUBSTRATE

SURFACE FOR SCHEDULED FINISHES WITHIN AREA TO BE REMODELED, UNLESS

NOTED OTHERWISE. SEE FINISH SCHEDULE FOR NEW FINISHES TO BE INSTALLED.

5. CEILING IS TO BE DEMOLISHED, REMOVE CEILING SYSTEM ALONG WITH ALL

ASSOCIATED MECHANICAL AND ELECTRICAL ITEMS, UNLESS NOTED OTHERWISE.

SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF CONDUIT, PIPING

AND DUCTWORK DEMOLITION WITHIN AREA TO BE REMODELED.

6. WHERE INDICATED, REMOVE ALL WALL/PARTITION EXISTING FINISHES AND

PREPARE THE SURFACES FOR SCHEDULED FINISHES, SEE FINISH SCHEDULE FOR

FINISHES.

7. ALL DISTURBED AREAS, WALLS, PARTITIONS, FLOORS, ETC, DAMAGED BY

DEMOLITION WORK MUST BE PATCHED TO MATCH ADJACENT AREA.

8. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS SUCH

AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.

9. SALVAGED ITEMS SCHEDULED FOR REUSE MUST BE CLEANED, RESTORED AND/OR

REFINISHED TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

10. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS

COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE

PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL

MEMBERS MUST BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL

ENGINEER.

11. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION AND PREP WORK.

12. WALL AND CEILING MOUNTED ITEMS SHOWN DASHED, SUCH AS WALL CABINETS,

SHELVING, CUBICLE CURTAIN TRACKS, PROJECTION SCREENS ETC, MUST BE

REMOVED, UNLESS NOTED OTHERWISE.

13. WITHIN ALL EXISTING ROOMS/SPACES RECEIVING SCHEDULED FLOOR, OR WALL,

OR CEILING FINISHES, REMOVE ALL EXISTING FLOOR, OR WALL, OR CEILING

FINISHES DOWN TO THE SUBSTRATE. INCLUDE THE REMOVAL OF ALL ITEMS

LOCATED WITHIN THE EXISTING FINISH REMOVALS UNO. PATCH AND PREP ALL

SUBSTRATES TO RECEIVE SCHEDULED FINISHES. FOR ADDITIONAL INFORMATION,

SEE KEYNOTED ITEMS, FINISH PLANS AND/OR SCHEDULES, STRUCTURAL,

MECHANICAL AND ELECTRICAL.

14. ALL CEDAR SIDING, LIMESTONE VENEER ON FOUNDATION WALLS, AND METAL

ROOFING TO BE REMOVED AS PART OF DEMOLITION.

DEMOLITION PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL OR

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

EXISTING DOOR

AND FRAME TO BE

DEMOLISHED

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:2

A

M

AD131

ROOF DEMOLITION PLAN

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 CM MWC

BID DOCUMENTS

18704

1/4" = 1'-0"1

ROOF DEMO PLAN

0 4' 8'2'

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

MAIN LEVEL

100'-0"

REMOVE LIMESTONE VENEER - TYP

GRADE

DE16

DE3

DE3

DE4

DE4

DE6

DE11

MAIN LEVEL

100'-0"

GRADE

DE14DE14 DE14 DE14

DE16

DE3

DE11

DE3 DE3

DE4

DE20

MAIN LEVEL

100'-0"

GRADE

DE3

DE3

DE4 DE4

DE4

MAIN LEVEL

100'-0"

GRADE

DE14 DE14 DE14 DE14 DE14

0'

-4

E X

IS

T

IN

G

B U

IL

D

IN

G

H E

IG

H

T

DEMOLISH CONCRETE STAIRS AND HANDRAIL

AREA WELL WALL TO BE DEMOLISHED

DE14 DE14 DE14

DE3

DE4

DE20

DEMOLITION PLAN KEYED NOTES

DE1

DEMO PORTION OF RESTROOM PARTITION. SEE PLANS AND INTERIOR

ELEVATIONS FOR ACCESS PANEL LOCATION.

DE2

REMOVE AND REPLACE GYP BD ON EXTERIOR WALLS IN THIS ROOM. INSPECT

EXPOSED STUDS FOR WATER DAMAGE. IF DISCOLORATION OR WATER DAMAGE

IS FOUND, NOTIFY COR BEFORE INSTALLING NEW GYP BD.

DE3

REMOVE METAL ROOF PANELS AND ROOF UNDERLAYMENT. PREPARE ROOF

SHEATHING FOR ROOFING TRUSSES AND ROOF SYSTEM. SEE STRUCTURAL

DRAWINGS FOR LOCATIONS TO REMOVE ROOF SHEATHING.

DE4

REMOVE EXISTING GUTTER SYSTEM. SEE HAZARDOUS MATERIALS

SPECIFICATION AND SHEET FOR LEAD PAINT INFORMATION.

DE5

REMOVE AND STORE EXISTING DOOR AND FRAME. INFILL OPENING WITH

CONCRETE TO MATCH EXISTING. REUSE DOOR AND FRAME AT B01A.

DE6 REMOVE EXISTING SIDING AND SHEATHING.

DE7

DEMO AND REMOVE PATIO SLAB. SEE MECHANICAL AND ELECTRICAL PLANS

FOR DEMOLITION REQUIREMENTS OF BUILDING EQUIPMENT.

DE8 CUT HOLE IN WALL FOR NEW HM DOOR. SEE SHEET AE111.

DE9 DEMO AND REMOVE EXTERIOR CONCRETE STAIRS AND FLOOR DRAIN

DE10 REMOVE EXISTING DOOR AND FRAME.

DE11 WIND SCREEN TO BE REMOVED AND RELOCATED. SEE AE121

DE12

REMOVE EXISTING CERAMIC TILE TO FLOOR SUBSTRATE AND PREPARE

SUBSTRATE SURFACE FOR THE INSTALLATION OF SCHEDULED FINISHES

DE13

REMOVE EXISTING LVT TO FLOOR SUBSTRATE AND PREPARE SUBSTRATE

SURFACE FOR THE INSTALLATION OF SCHEDULED FINISHES

DE14

PREPARE EXISTING CONCRETE AS REQUIRED FOR THE INSTALLATION OF

SCHEDULED FINISHES

DE15 REMOVE AND SALVAGE EXISTING HANDRAIL FOR REINSTALLATION

DE16 REMOVE EXISTING GRAVESITE LOCATOR ROOF

DE17 REPLACE EXISTING STONE VENEER WITH CONCRETE FILL, SEE STRUCTURAL

DE18 REMOVE ALUMINUM WINDOWS. PREPARE OPENING FOR NEW STOREFRONT

DE19 REMOVE ALUMINUM WINDOWS

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

DE20

REMOVE EXISTING WALL HYDRANT. SEE HAZARDOUS MATERIALS

SPECIFICATION AND SHEET FOR LEAD PAINT INFORMATION.

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:3

A

M

AD201

DEMOLITION - EXTERIOR

ELEVATIONS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 CM MWC

BID DOCUMENTS

18704

1/4" = 1'-0"

NORTH ELEVATION - DEMO

1/4" = 1'-0"

WEST ELEVATION - DEMO

1/4" = 1'-0"

SOUTH ELEVATION - DEMO

1/4" = 1'-0"2

EAST ELEVATION - DEMO

0 4' 8'2'

0 4' 8'2'

0 4' 8'2'0 4' 8'2'

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

C

G

F

E

D

ENGINEERED FILL,

REFER TO STRUCT

ENGINEERED FILL,

REFER TO STRUCT

72 SF

B04

ELECTRICAL

AE301

B

A

1 2.1

140 SF

B03

TR

AE201

AE202

AE201

AE202

3 4 54.1 5.13.12

D.1

215 SF

B02

BASEMENT

611 SF

B01

BASEMENT

FL4

FL5

20'-4 1/4" 6 1/2" 20'-2 1/4" 6 1/2"

22'-11 1/2" 6" 20'-10" 6"

4 1/2"3 1/2"

20'-1" 2'-3" 21'-4 1/2"

9' -4

'-3

/2

4' -0

/2

4"

'-0

AE301

AE302

20'-8"

UNEXCAVATED

UP

UP

AE301

AE301

AE302

AE320

B02A

B04A

B02B

B03A

57 SF

B05

STAIRS

10'-0"

'-0

7'-2"

16'-5" 9'-4 1/2"

86'-5"

3'-2"

3' -4

5'

-2

2'-3 1/2" 3'-4"

FD

FD

FD

FEC

FEC

(EXIST.)

9' -4

4"

B01A

6' -5

A3b

A3b

7"

FL11

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL, PLUMBING AND

OTHER SYSTEMS. THIS INCIDENTAL WORK MUST BE PART OF THIS CONTRACT.

INSPECT THESE AREAS TO ASCERTAIN WORK REQUIRED AND PERFORM THE WORK

IN ACCORDANCE OF CONTRACT REQUIREMENTS.

2. PROVIDE FIREPROOFING TO THE RATING REQUIRED AS INDICATED IN THE LIFE

SAFETY PLAN, CODE SUMMARY AND PER NFPA ON STRUCTURAL STEEL ELEMENTS.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

4. PATCH OPENINGS CUT THOUGH RATED CONSTRUCTION WITH MATERIALS

COMPATIBLE WITH EXISTING ASSEMBLY TO RESTORE INTEGRITY OF THE RATING.

RESTORE FINISHES OF DISTURBED AREAS TO LIKE NEW CONDITION.

5. GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR EXISTING PIPES

AND DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

6. RESTORE EXISTING FIREPROOFING TO RATINGS INDICATED ON LIFE SAFETY PLANS

WITH MATERIALS TO MATCH EXISTING.

7. AT LOCATIONS WHERE EXISTING FIRESTOPPING IS REQUIRED TO BE ALTERED,

REMOVE EXISTING FIRESTOPPING SYSTEM IN ITS ENTIRETY AND REPLACE FIRE

STOPPING SYSTEM WITH NEW FIRESTOPPING MATERIALS THAT MEET THE RATING

REQUIREMENTS OF THE PENETRATION.

8. DIMENSIONS OF EQUIPMENT ARE THOSE OF THE BASIS-OF-DESIGN EQUIPMENT.

VERIFY DIMENSIONS OF ACTUAL EQUIPMENT BEING PROVIDED TO COORDINATE

SPACE REQUIREMENTS.

9. VERIFY DIMENSIONS OF MECHANICAL OR ELECTRICAL EQUIPMENT PRIOR TO

FABRICATING SUPPORTS FOR THE EQUIPMENT.

10. PATCH AREAS DISTURBED OR MODIFIED BY THIS WORK WITH MATERIALS TO

MATCH EXISTING ADJACENT SURFACES OR SCHEDULED FINISHES AND TO A LIKE

NEW CONDITION.

11. PROVIDE ACCESS PANELS WHERE INDICATED ON DRAWINGS AND WHERE

DESCRIBED IN SPECIFICATIONS SECTION 08 31 13. COORDINATE LOCATIONS AND

SIZES REQUIRED (24" X 24" MINIMUM) WITH MECHANICAL, PLUMBING, ELECTRICAL

AND TECHNOLOGY SUBCONTRACTORS.

12. ABBREVIATIONS AND SYMBOLS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL,

AND ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISCIPLINE SECTIONS

AND/OR DRAWINGS FOR DEFINITIONS.

13. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FIRE

RETARDANT TREATED (FRT) PLYWOOD SURFACE OF SCHEDULED PARTITION FOR

SURFACE MOUNTED FIXTURES AND EQUIPMENT, UNLESS NOTED OTHERWISE. DO

NOT PAINT OVER FRT LABEL.

14. EVALUATE INTEGRITY OF EXISTING LIFE SAFETY RATED PARTITION ASSEMBLIES

INDICATED BY SYMBOLS ON THE LIFE SAFETY PLAN(S) WITHIN THE PROJECT SCOPE

INCLUDING PENETRATIONS THOUGH ASSEMBLY AND BASE AND HEAD OF ASSEMBLY.

WHERE GAPS OR DEFICIENCIES ARE FOUND, RESTORE INTEGRITY OF EXISTING

ASSEMBLIES WITH MATERIAL NECESSARY TO MEET REQUIRED RATING OF THE

ASSEMBLIES.

15. DEFINITIONS OF COMMON TERMS.

• FURNISH: TO SUPPLY AND DELIVER TO THE SITE, READY FOR INSTALLATION

• INSTALL: TO PLACE INTO POSITION SERVICE OR USE

• PROVIDE: TO FURNISH AND INSTALL

16. EXISTING DIMENSIONS FOR REFRENCE ONLY.

FLOOR PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

FL1 INSTALL NEW ACCESS PANEL IN EXISTING WALL.

FL2 REMEDIATE MOLD AND WATER DAMAGE ~ 200 SF OF WALL

FL3 INSTALL NEW GYP BD ON EXISTING WALL

FL4 RESEAL AROUND PIPE PENETRATION

FL5 INFILL OPENING WITH CONCRETE 3'-4" X 7'-4" - SEE STRUCTURAL

FL6

COORDINATE SPLASH BOCK AND DOWNSPOUT LOCATIONS. SEE LK508

DETAIL 4 FOR SPLASH BLOCK DETAIL.

FL7

COORDINATE SPLASH BOCK AND DOWNSPOUT LOCATIONS. SEE CU101

FOR UNDERGROUND PIPE CONNECTION.

FL8 PATCH TO MATCH EXISTING

FL9 REINSTALL EXISTING HANDRAIL

FL10 ALIGN TO EXISTING WALL

FL11 ONE HOUR RATED CEILING ABOVE

FL12 GAURDRAIL, SEE SPECIFICATION 05 50 00

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

NEW WALL

EXISTING DOOR

AND FRAME TO

REMAIN

NEW DOOR

INTERIOR

BORROWED LIGHT

101B

101A

8'-0"

DIMENSION LINE,

NOMINAL

8'-0" EXTENDED

DIMENSION LINE,

NOMINAL

AE2111A

INTERIOR

ELEVATION

INDICATOR TAG

2B

AE2O1

EXTERIOR

ELEVATION

INDICATOR TAG

1A

203…