S06 Atch C.1 Revised Drawings - 34 pages.pdf

█ ISSUED

NOT ISSUED

ISSUED FOR REFERENCE ONLY

ISSUED AS NOTED

R

N

GENERAL NOTES

1. ALL DISTRUBED AREAS, WALLS, PARTITIONS, LANDSCAPING, CEMENT WORK,

FLOORS, ETC., DAMAGED BY DEMOLITION, INSTALLATION, OR ICRA WORK SHALL BE

PATCHED AND REPAIRED TO MATCH ADJACENT AREAS.

2. ALL CONTRACTORS THAT PENETRATE AND/OR DISTURB ANY AREAS AT EXISTING

CONDITIONS SHALL PATCH AREA TO MATCH EXISTING ADJACENT AREA OR SURFACE,

PREPARE FOR SCHEDULE FINISH APPLICATION AND TO LIKE NEW CONDITION .

COORDINATE WORK WITH GC AND VA COR BEFORE PROCEEDING.

3. VA COR WILL PROVIDE INFECTION CONTROL RISK ASSESSMENT (ICRA)

REQUIREMENTS TO THE GENERAL CONTRACT (GC). GC IS RESPONSIBLE FOR

ENSURING ALL REQUIREMENTS LISTED ON THE PROVIDED ICRA PAPERWORK ARE

COMPLIED WITH. VA COR WILL INSPECT ICRA WORK TO ENSURE COMPLIANCE. IF THE

VA COR DETERMINES THAT THE GC OR THEIR SUBCONTRACTORS ARE NOT

COMPLYING WITH ICRA REQUIREMENTS, THE GC SHALL CORRECT THIS

DISCREPANCY IMMEDIATELY.

4. SOME NIGHTS AND WEEKEND WORK MAY BE REQUIRED DURING THIS PROJECT TO

PREVENT DISRUPTION TO MEDICAL FACILITY OPERATIONS AND PATIENT FLOW.

THROUGHOUT THE DURATION OF THIS PROJECT, THE VA COR WILL DETERMINE

WHEN NIGHTS AND WEEKEND WORK IS REQUIRED. SEE PHASING NOTES FOR

ADDITIONAL INFORMATION.

5. REMOVE THE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA

OF DEBRIS PRIOR TO PROCEEDING WITH NEW CONSTRUCTION.

6. THE GC SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND

IN THE DRAWINGS AND/OR SPECIFICATIONS.

7. CONTRACTORS SHALL FOLLOW AND OBEY ALL FEDERAL, STATE, AND LOCAL CODES,

LAWS, SAFETY REGULATIONS AND HAZARDOUS WASTE LAWS, ETC.

8. PREPARE ALL FLOOR AND WALL CONSTRUCTION, NEW AND/OR EXISTING, TO

RECEIVE NEW FINISHES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED

INSTALLATION METHODS AND MATERIALS FOR ALL FINISHES.

9. PRIOR TO INSTALLATION OF NEW FINISHES, CONTRACTOR SHALL INSPECT ALL

SUBSTRATES. IF SUBSTRATE IS DEEMED UNACCEPTABLE, THE CONTRACTOR SHALL

TAKE THE NECESSARY STEPS TO RECTIFY THE SITUATION OR CONTACT THE

ARCHITECT WITH THE CONCERN BEFORE PROCEEDING.

10. USE ALL MANUFACTURER'S RECOMMENDED INSTALLATION METHODS AND

MATERIALS FOR ALL FINISHES.

11. ALL SIGNAGE THAT IS REMOVED, AND NOT SCHEDULED TO BE REUSED, ON THIS

PROJECT WILL BE OFFERED TO THE VA COR. THE VA COR RESERVES THE RIGHT TO

ACCEPT OR REJECT THE REMOVED SIGNAGE IN THE BEST INTEREST OF THE

MEDICAL FACILITY. IF A SIGN IS REMOVED AND REJECTED BY THE COR, IT IS THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DISPOSE OF THE SIGN.

12. 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 SHALL BE PART OF THIS CONTRACT.

INSPECT THESE AREAS TO ASCERTAIN WORK REQUIRED AND PERFORM THE WORK

IN ACCORDANCE OF CONTRACT REQUIREMENTS.

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

DISCREPANCIES.

14. 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.

15. GENERAL CONTRACTOR TO CHECK EXISTING MECHANICAL DRAWINGS FOR

EXISTING PIPES AND DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH

MECHANICAL CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

16. RESTORE EXISTING FIREPROOFING TO RATINGS INDICATED ON EXISTING LIFE

SAFETY PLANS WITH MATERIALS TO MATCH EXISTING.

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

AND ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISCIPLINE SECTIONS

AND/OR DRAWINGS FOR DEFINITIONS.

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

CONSTRUCTION PHASING

GENERAL NOTES

1. THE WORK UNDER THIS CONTRACT SHALL BE DIVIDED INTO PHASES. A PHASE

CAN INVOLVE MULTIPLE LOCATION AREAS. SEE SPECIFICATIONS SECTION 01 00 00

1.6.G PHASING.

2. THE GENERAL CONTRACTOR SHALL COORDINATE ALL PHASING AND SEQUENCING

WITH ALL TRADES AND THE OWNER. THE GENERAL CONTRACTOR SHALL PROVIDE

A WRITTEN NARRATIVE TO OUTLINE CONSTRUCTION PHASING AND SEQUENCE

PLANS, VALIDATING AND ELABORATING ON THIS PHASING DESCRIPTION.

3. THE GENERAL CONTRACTOR SHALL COOPERATE FULLY WITH THE OWNER SO

WORK MAY BE CARRIED OUT SMOOTHLY, WITHOUT INTERFERING WITH OR

DELAYING WORK UNDER THIS CONTRACT, OR OTHER CONTRACTS ON THE

PROJECT SITE OR WORK BY OWNER.

4. THE GENERAL CONTRACTOR'S CONSTRUCTION SCHEDULE SHALL INDICATE THE

SEQUENCE, COMMENCEMENT AND COMPLETION DATES, OWNER INSPECTION AND

APPROVAL DATES AND MOVE-OUT AND MOVE-IN DATES OF OWNER'S PERSONNEL

FOR ALL PHASES OF THE WORK.

5. THE GENERAL CONTRACTOR SHALL PERFORM THE WORK IN EACH PHASE IN THE

SEQUENCE SHOWN ON THE PHASING PLAN DRAWING(S) AND CONSTRUCTION

PHASING DESCRIPTION.

6. THE GENERAL CONTRACTOR MUST COMPLETE ALL WORK IN EACH PHASE WITH

THE VA INSPECTING AND ACCEPTING THE WORK PRIOR TO VA OCCUPANCY AND

THE CONTRACTOR PROCEEDING TO THE NEXT SCHEDULED PHASE. UPON

COMPLETION OF A PARTICULAR PHASE, THE ENTIRE AREA COVERED BY THAT

PHASE CAN BE OCCUPIED BY THE VA PERSONNEL WITH ALL SYSTEMS

FUNCTIONING PROPERLY.

7. BEFORE COMMENCING WORK ON EACH SUCCESSIVE PHASE, THE GENERAL

CONTRACTOR SHALL SUBMIT AN UPDATED COPY OF THE SCHEDULE.

8. ANY DUST PARTITIONS OR ICRA-CONSTRUCION BARRIERS CONSTRUCTED BY THE

CONTRACTOR PRIOR TO THE START OF DEMOLITION MUST REMAIN IN PLACE UNTIL

THE COMPLETION OF THAT PHASE OR SUBSEQUENT PHASE WHERE REQUIRED.

9. THE CONTRACTOR SHALL PERFORM ALL WORK ADJACENT TO VA OCCUPIED

AREAS IN SUCH A MANNER TO ENSURE THE CONTINUOUS AND UNINTERRUPTED

USE OF ALL OCCUPIED AREAS, INCLUDING THE APPLICABLE MECHANICAL AND

ELECTRICAL SYSTEMS SERVING THESE AREAS.

10. FOR ADDITIONAL NOTES AND INFORMATION REFER TO INFECTION CONTROL

DRAWING(S) AND DEMOLITION PLANS.

11. ANY INFORMATION REGARDING SEQUENCING PROVIDED IN THE DOCUMENTS IS

FOR ARCHITECT-OWNER PLANNING PURPOSES ONLY.

12. THE CONTRACTOR DURING CONSTRUCTION SHALL MAINTAIN REQUIRED MEANS

OF EGRESS THROUGHOUT ALL PHASING.

13. THE CONTRACTOR SHALL PLAN FOR A MINIMUM OF 4 WEEKS' TIME BETWEEN

PHASES TO ALLOW THE VA TO OCCUPY THE NEWLY ACCEPTED SPACE AND

VACATE THE FOLLOW-ON PHASES. THE VA WILL ACCELERATE THIS TIME WHEN

POSSIBLE AND WILL NOTIFY THE CONTRACTOR IF THIS OCCURS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

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

STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT NAME:

SITE ADDRESS:

VA PROJECT NUMBER:

OWNER AND CONSULTANTS:

VICINITY MAP:

DESIGNER OF RECORD

KEY PLAN:

C U s e rs

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I1

COVER SHEET IOWA CITY VAMC

601 HWY 6 WEST, IOWA CITY, IA

636A8-23-101

10/10/2024 CZ CZ

UPDATE SIGNAGE AND WAYFINDING

DEPARTMENT OF VETERANS AFFAIRS

IOWA CITY VA HEALTH CARE SYSTEM

601 HWY 6 WEST

IOWA CITY, IA 52246

636A8-23-101

17721

UPDATE SIGNAGE AND WAYFINDING

VA COR:

CONTACT:

ADDRESS:

PHONE:

BRIAN WHITE

DEPARTMENT OF VETERANS AFFAIRS

IOWA CITY VA HEALTH CARE SYSTEM

601 HWY 6 WEST

IOWA CITY, IA 52246

319-512-9764

INTERIOR DESIGNER:

NAME:

ADDRESS:

CONTACT:

ANDERSON ENGINEERING OF MN, LLC

13605 1ST AVE NORTH, SUITE 100

PLYMOUTH, MN 55441

CLAIRE ZUPAN

PHONE: 763-412-4000

LANDSCAPE DESIGNER:

NAME:

ADDRESS:

CONTACT:

ANDERSON ENGINEERING OF MN, LLC

13605 1ST AVE NORTH, SUITE 100

PLYMOUTH, MN 55441

JESSICA FAHRENKAMP

PHONE: 763-412-4000

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1-A1 BUILDING 1 - BASEMENT DEMOLITION PLAN █ █ █ █

1-A2 BUILDING 1 - BASEMENT SIGNAGE PLAN █ █ █ █

1-A3 BUILDING 1 - FLOOR 1 DEMOLITION PLAN █ █ █ █ █

1-A4 BUILDING 1 - FLOOR 1 SIGNAGE PLAN █ █ █ █ █

1-A5 BUILDING 1 - FLOOR 2 DEMOLITION PLAN █ █ █ █

1-A6 BUILDING 1 - FLOOR 2 SIGNAGE PLAN █ █ █ █

1-A7 BUILDING 1 - FLOOR 3 DEMOLITION PLAN █ █ █ █

1-A8 BUILDING 1 - FLOOR 3 SIGNAGE PLAN █ █ █ █

1-A9 BUILDING 1 - FLOOR 4 DEMOLITION PLAN █ █ █ █

1-A10 BUILDING 1 - FLOOR 4 SIGNAGE PLAN █ █ █ █

1-A11 BUILDING 1 - FLOOR 5 DEMOLITION PLAN █ █ █ █

1-A12 BUILDING 1 - FLOOR 5 SIGNAGE PLAN █ █ █ █

1-A13 BUILDING 1 - FLOOR 7 DEMOLITION PLAN █ █ █ █

1-A14 BUILDING 1 - FLOOR 7 SIGNAGE PLAN █ █ █ █

1-A15 BUILDING 1 - FLOOR 8 DEMOLITION PLAN █ █ █ █

1-A16 BUILDING 1 - FLOOR 8 SIGNAGE PLAN █ █ █ █

2-A1 BUILDING 2 - FLOOR 1 DEMOLITION PLAN █ █ █ █ █

2-A2 BUILDING 2 - FLOOR 1 SIGNAGE PLAN █ █ █ █ █

16-A1 BUILDING 16 - FLOOR 1 & 2 DEMOLITION PLANS █ █ █ █ █

16-A2 BUILDING 16 - FLOOR 1 & 2 SIGNAGE PLANS █ █ █ █ █

40-A1 BUILDING 40 - BASEMENT DEMOLITION PLAN █ █ █ █

40-A2 BUILDING 40 - BASEMENT SIGNAGE PLAN █ █ █ █

40-A3 BUILDING 40 - FLOOR 1 DEMOLITION PLAN █ █ █ █

40-A4 BUILDING 40 - FLOOR 1 SIGNAGE PLAN █ █ █ █

40-A5 BUILDING 40 - FLOOR 2 DEMOLITION PLAN █ █ █ █

40-A6 BUILDING 40 - FLOOR 2 SIGNAGE PLAN █ █ █ █

40-A7 BUILDING 40 - FLOOR 3 DEMOLITION PLAN █ █ █ █

40-A8 BUILDING 40 - FLOOR 3 SIGNAGE PLAN █ █ █ █

41-42-A1 BUILDING 41 & 42 - BASEMENT DEMOLITION PLAN █ █ █ █

41-42-A2 BUILDING 41 & 42 - BASEMENT SIGNAGE PLAN █ █ █ █

41-42-A3 BUILDING 41 & 42 - FLOOR 1 DEMOLITION PLAN █ █ █ █

41-42-A4 BUILDING 41 & 42 - FLOOR 1 SIGNAGE PLAN █ █ █ █

41-42-A5 BUILDING 41 & 42 - FLOOR 2 DEMOLITION PLAN █ █ █ █

41-42-A6 BUILDING 41 & 42 - FLOOR 2 SIGNAGE PLAN █ █ █ █

42-A1 BUILDING 42 - FLOOR 3 DEMOLITION PLAN █ █ █ █

42-A2 BUILDING 42 - FLOOR 3 SIGNAGE PLAN █ █ █ █

50-A1 BUILDING 50 - FLOOR 1 DEMOLITION PLAN █ █ █ █ █

50-A2 BUILDING 50 - FLOOR 1 SIGNAGE PLAN █ █ █ █ █

A1 ARCHITECTURAL SIGNAGE SITE DEMOLITION PLAN █ █ █ █

A2 ARCHITECTURAL SIGNAGE SITE PLAN █ █ █ █

A3 PARKING RAMP STRUCTURE - FLOOR 1 DEMOLITION PLAN █ █ █ █

A4 PARKING RAMP STRUCTURE - FLOOR 1 SIGNAGE PLAN █ █ █ █

A5 PARKING RAMP STRUCTURE - FLOOR 2 DEMOLITION PLAN █ █ █ █

A6 PARKING RAMP STRUCTURE - FLOOR 2 SIGNAGE PLAN █ █ █ █

A7 PARKING RAMP STRUCTURE - FLOOR 3 DEMOLITION PLAN █ █ █ █

A8 PARKING RAMP STRUCTURE - FLOOR 3 SIGNAGE PLAN █ █ █ █

A9 PARKING RAMP STRUCTURE - FLOOR 4 DEMOLITION PLAN █ █ █ █

A10 PARKING RAMP STRUCTURE - FLOOR 4 SIGNAGE PLAN █ █ █ █

DE1 B1 SIGN MESSAGE SCHEDULES - BASEMENT, FLOOR 1, FLOOR 2 █ █ █ █ █

DE2 INTERIOR SIGNAGE DETAILS █ █ █

DE3 INTERIOR SIGNAGE DETAILS █ █ █ █ █

DE4 EXTERIOR SIGNAGE DETAILS █ █ █ █

DE5 PARKING RAMP SIGNAGE DETAILS █ █ █

DE6 PARKING RAMP SIGNAGE DETAILS █ █ █

SHEET INDEX - GENERAL

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I1 COVER SHEET █ █ █ █ █

I2 ABBREVIATIONS █ █ █ █ █

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L1 EXTERIOR SITE SIGNAGE DEMOLITION PLAN █ █ █ █ █

L2 EXTERIOR SITE WAYFINDING & SIGNAGE PLAN █ █ █ █ █

L3 GENERAL NOTES AND DETAILS █ █ █ █ █

L4 GENERAL NOTES AND DETAILS █ █ █ █ █

MAIN

ENTRANCE

Revisions: Date:

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL

SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR

UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I

AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE

STATE OF IOWA.

DATESIGNATURE

10/10/2024

PAGES OR SHEETS COVERED BY THIS SEAL:

PRINTED OR TYPED NAME:

LICENSE NUMBER:

MY LICENSE RENEWAL DATE IS:

Sheets I1 to I2, 1-A1 to 1-A16, 2-A1 to 2-A2, 16-A1 to 16-A2, 40-A1 to 40-A8, 41-42-A1 to 41-42-A6, 42-A1 to 42-A2, 50-A1 to 50-A2, A-1 to A-10, DE1 to DE6

Thomas Olesak

ARC07582

06/30/2025

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

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

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

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

KEYPLAN

BLDG 1

BLDG 41

BLDG 42

BLDG 40

BLDG 50

BLDG 2

BLDG

C U s e rs

\c z u p a n

\D o c u m e n ts \1

I A

V A

S ig n a g e

R c z u p a n

J A

M E

X .r v t

/1 /2

:3

:0

A

M

I2

ABBREVIATIONS IOWA CITY VAMC

601 HWY 6 WEST, IOWA CITY, IA

636A8-23-101

10/10/2024 CZ CZ

17721

UPDATE SIGNAGE AND WAYFINDING

Revisions: Date:

NEWTON ROAD

W O

O

LF

A

VE

N U

E

U.S. HIGHWAY 6

LO

T

M

NEW

TON ROAD

LOT I

LOT H

LOT G

LOT F

LOT E

LOT B

LOT ALOT C

LOT D

LOT J

LOT K

LOT N

LOT O

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BLDG 19

BLDG 24

BUILDING 45

BUILDING 43

BUILDING 44

BUILDING

STRUCTURE 23

BLDG 7

STRUCTURE 33

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING 11

BLD

G

PARKING

RAMP

STRUCTURE 49

BUILDING 32

STRUCTURE 37

BUILDING 47

BUILDING 46

STRUCTURE 48

STRUCTURE 17

STRUCTURE 18

LOADING

DOCK

LEGEND

PROPERTY LIMITS

EXISTING HYDRANT

EXISTING LIGHT POLE

EXISTING FIRE DEPARTMENT

CONNECTION

EXISTING TREES & SHRUBS

KEY NOTES

SIGNAGE TO BE REMOVED:

WAYFINDING SIGN

A: (1) PATIENT AND VISITOR PARKING ONLY

B: (1) EMERGENCY DEPARTMENT; PATIENT/VISITOR

PARKING

C: (1) AUTHORIZED PARKING ONLY

D: (1) BUILDINGS 20, 40 & 41

E: (1) MEDICAL CENTER ENTRANCE

PARKING SIGN

A: (1) VOLUNTEER PARKING

(1) RESERVED FOR CORALVILLE SHUTTLE

(1) RESERVED FOR EMPLOYEE OF THE MONTH

(1) UNIVERSITY SHUTTLE PARKING ONLY

(1) DAILY DELIVERIES ONLY

B: (8) CONTRACTOR PARKING

C: (5) RESERVED PARKING (TEMPORARY, FENCE

MOUNTED, POST MOUNTED)

D: (2) RESERVED PARKING

NO SMOKING SIGN

A: (1) NO SMOKING

TRAFFIC REGULATORY SIGN

A: (1) SPEED LIMIT 10 ON ALL VA PROPERTY;

SURVEILLANCE CAMERAS IN USE

PARKING SIGN

A: (1) PURPLE HEART

NOTES

1. KEY NOTES 1, 2 AND 4: SIGN REMOVAL TO INCLUDE

SIGN, POST AND FOOTING.

2. KEY NOTE 3: SIGN REMOVAL TO INCLUDE SIGN AND

ASSOCIATED BRACKET. LIGHT POST TO REMAIN.

3. KEY NOTE 5: SIGN PANEL TO BE SALVAGED AND

REINSTALLED. POST TO REMAIN. SEE SHEET L2

FOR PANEL REINSTALLATION LOCATION.

4. ALL SIGNAGE AND ITS PARTS TO BE REMOVED AND

NOT IDENTIFIED AS SALVAGED AND REINSTALLED

SHALL BECOME PROPERTY OF THE CONTRACTOR

AND DISPOSED IN A LEGAL MANNER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

IOWA CITY VAMC

UPDATE SIGNAGE AND WAYFINDING

601 HIGHWAY 6 WEST, IOWA CITY, IA

636A8-23-101

10/10/2024 JF JSRevisions: Date:

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

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 # 17721

Office of Construction and Facilities Management

Fil e P ath : y

:\1

\17

1 v isn va mc up da te sig na ge an d w ay fin din g i a c ity ia

\_0 6 l a\_ ca d f ile s\_ sh ee ts\

1_ ex ter ior si gn ag e d em o p lan .dw g ed it:j sc hm itz er le s av ed :10

/3/

:16 P

M

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

LICENSED LANDSCAPE ARCHITECT UNDER

THE LAWS OF THE STATE OF MINNESOTA.

PRINT NAME: JOSEPH D. LUCHT, PLA

SIGNATURE:

DATE LICENSE # 5285810/10/2024

R1 - Revision 1 06/04/2025 L1

EXTERIOR SITE SIGNAGE

DEMOLITION PLAN

N

A

A

B

A

C

D

E

A

2 B 2 C

D

PHASING NOTES FOR EXTERIOR SIGNAGE:

1. CONTRACTOR SHALL REMOVE AND INSTALL EXTERIOR SIGNAGE SUCH THAT THE FOLLOWING PARAMETERS

ARE MET.

2. CONTRACTOR SHALL DEVELOP A PHASING PLAN AND OBTAIN APPROVAL FROM VA COR PRIOR TO REMOVING

OR INSTALLING EXTERIOR SIGNAGE.

3. ALL PARKING STALLS SHALL BE AVAILABLE TO VA STAFF AND PATIENTS DURING VA NORMAL OPERATING DAYTIME HOURS; ALL WORK MUST BE COMPLETED DURING NIGHTS ON WEEKDAYS (BETWEEN 5 PM AND 6 AM)

AND ALL DAY ON WEEKENDS, UNLESS OTHERWISE APPROVED BY THE COR.

4. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID DAMAGING PRIVATE AND GOVERNMENT OWNED VEHICLES

AND PROPERTY.

5. THERE SHALL BE CLOSURE OF ONLY ONE PARKING LOT AT A TIME PER VA COR APPROVAL.

6. CONTRACTOR SHALL KEEP THROUGH LANES OPEN AT ALL TIMES DURING WORK.

7. CONTRACTOR SHALL COMPLETE WORK ON ANY PHASE ENTIRELY PRIOR TO COMMENCING WORK ON A

SUBSEQUENT PHASE.

A

NEWTON ROAD

W O

O

LF

A

VE

N U

E

U.S. HIGHWAY 6

LO

T

M

NEW

TON ROAD

LOT I

LOT H

LOT G

LOT F

LOT E

LOT B

LOT ALOT C

LOT D

LOT J

LOT K

LOT N

LOT O

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BLDG 19

BLDG 24

BUILDING 45

BUILDING 43

BUILDING 44

BUILDING

STRUCTURE 23

BLDG 7

STRUCTURE 33

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING 11

BLD

G

PARKING

RAMP

STRUCTURE 49

BUILDING 32

STRUCTURE 37

BUILDING 47

BUILDING 46

STRUCTURE 48

STRUCTURE 17

STRUCTURE 18

LOADING

DOCK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

IOWA CITY VAMC

UPDATE SIGNAGE AND WAYFINDING

601 HIGHWAY 6 WEST, IOWA CITY, IA

636A8-23-101

10/10/2024 JF JSRevisions: Date:

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

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 # 17721

Office of Construction and Facilities Management

Fil e P ath : y

:\1

\17

1 v isn va mc up da te sig na ge an d w ay fin din g i a c ity ia

\_0 6 l a\_ ca d f ile s\_ sh ee ts\

1_ wa yfi nd ing si gn ag e p lan .dw g e dit

:js ch mi tze rle s av ed :6/

5/2

5 1 0:2

5 A M

R1 - Revision 1 06/04/2025

1.1

1.2

1.3

2.3.2

2.4

2.2

(2) THUS 2.1

LEGEND

PROPERTY LIMITS

EXISTING HYDRANT

EXISTING LIGHT POLE

EXISTING FIRE DEPARTMENT

CONNECTION

EXISTING TREES & SHRUBS

SINGLE POST & PANEL SIGN W/

ARROW INDICATING SIGN FACE

POST & PANEL SIGN W/ ARROW

INDICATING SIGN FACE

EXTERIOR SITE WAYFINDING &

SIGNAGE PLAN

L2

N

1.4

(2) THUS 3.2

3.1

(12) THUS 3.3

(2) THUS 3.8

4.1

1.5

(5) THUS 3.3

2.3.1

2.5

3.4 3.7

(7) THUS 3.6.2

(6) THUS 3.6.2

(7) THUS 3.5.2

(15) THUS 3.5.1

(6) THUS 3.5.2

3.5.1

NOTES

1. ALL SIGNAGE TO FOLLOW VA SIGNAGE DESIGN

GUIDE UNLESS NOTED OTHERWISE.

2. SIGNS 1.1 & 2.5: NEW SIGNS SHALL BE INSTALLED IN

THE SAME LOCATION OF REMOVED SIGNS 1B & 4A.

3. PARKING SIGNS 2.1: SIGN LOCATION TO BE VERIFIED

BY COR.

4. PARKING SIGN 3.4: INSTALL NEW SIGN PANEL ON

EXISTING SIGN POST.

5. PARKING SIGN 3.7: SIGN PANEL TO BE SALVAGED

AND REINSTALLED. SEE PLAN FOR PANEL

REINSTALLATION LOCATION.

6. SEE DETAILS 9, 10 & 11 ON SHEET L4 FOR

INSTALLATION DIRECTION.

7. CALLOUT A : SIGN TYPE 3.5; THIS INSTANCE OF

INSTALLATION SHALL DEVIATE FROM DETAIL 8/L4 TO

ACCOMMODATE EXISTING SIDEWALK. SIGN SHALL BE

INSTALLED 1 FOOT NORTH OF EXISTING SIDEWALK

AND SHALL CLEAR THE PATH OF TRAVEL.

8. CALLOUT B : SIGN TYPE 3.6; THIS INSTANCE OF

INSTALLATION SHALL DEVIATE FROM ADJACENT

SIGNS TO ACCOMMODATE EXISTING SIDEWALK. SIGN

SHALL BE INSTALLED PER DETAIL 11/L4.

9. CALLOUT C : NEW ACCESS AISLE STRIPING TO

MATCH EXISTING. CONTRACTOR TO VERIFY

LOCATION, PAINT PRODUCT AND STRIPING PATTERN

WITH COR.

A

B

CL

3.6.1

R1

R1

R1

C

R1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

IOWA CITY VAMC

UPDATE SIGNAGE AND WAYFINDING

601 HIGHWAY 6 WEST, IOWA CITY, IA

636A8-23-101

10/10/2024 JF JSRevisions: Date:

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

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 # 17721

Office of Construction and Facilities Management

Fil e P ath : y

:\1

\17

1 v isn va mc up da te sig na ge an d w ay fin din g i a c ity ia

\_0 6 l a\_ ca d f ile s\_ sh ee ts\

1_ wa yfi nd ing si gn ag e p lan .dw g ed it:j sc hm itz er le s av ed :5/

/20

:53 P

M

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

LICENSED LANDSCAPE ARCHITECT UNDER

THE LAWS OF THE STATE OF MINNESOTA.

PRINT NAME: JOSEPH D. LUCHT, PLA

SIGNATURE:

DATE LICENSE # 5285810/10/2024

R1 - Revision 1 06/04/2025

GENERAL NOTES AND DETAILS

L3

2" HT. BODY LETTERING, OPTIMA BOLD

TYPE FACE, INITIAL CAP AND LOWER

CASE, WHITE IN COLOR; SEE MESSAGE

LAYOUTS 1.1, 1.2, 1.3 AND 1.4.

CLEAR FINISH ANODIZED CAP SET WITH

COUNTERSUNK FLATHEAD SCREWS

DIMENSION VARIES; POLYCARBONATE

SIGN PANEL, 1/4" THICK (MIN.), SINGLE

FACE WITH NON-GLARE MATTE FINISH

W/UV INHIBITORS, OVER ALUMINUM SIGN

PANEL, VA BLUE IN COLOR. SECURE TO

PANEL WITH COUNTERSUNK STAINLESS

STEEL FLAT HEAD SCREWS

APPROXIMATELY 12" O.C.

3'-0"

VA

R

IE

S

1"

Text As Shown On Details

2"

4"

Emergency Department Patient / Visitor Parking

Authorized Parking Only

2" 3" 1"

3"

2", TYP.

2", TYP.

MESSAGE 1.1

MESSAGE 1.5

MESSAGE 1.3

MESSAGE 1.4

MESSAGE 1.2

3' -0

Authorized Parking Only

Buildings 20, 40, 41, 42, 51

2" 3" 1"

3"

2", TYP.

2", TYP.

Buildings 20, 40, 41, 42

2" 3" 1"

3"

2", TYP.

Patient Drop-off

2" 3" 1"

3"

2", TYP.

2", TYP.

Parking

2" 3" 1"

3"

2", TYP.

2" HT. BODY LETTERING, OPTIMA BOLD TYPE FACE, INITIAL

CAP AND LOWER CASE, WHITE IN COLOR; SEE MESSAGE

LAYOUT 1.1 - 1.5.

CLEAR FINISH ANODIZED CAP SET WITH COUNTERSUNK

FLATHEAD SCREWS

36" X 24" POLYCARBONATE SIGN PANEL, 1/4" THICK (MIN.),

SINGLE FACE WITH NON-GLARE MATTE FINISH W/UV

INHIBITORS, OVER ALUMINUM SIGN PANEL, VA BLUE IN

COLOR. SECURE TO PANEL WITH COUNTERSUNK

STAINLESS STEEL FLAT HEAD SCREWS APPROXIMATELY

12" O.C.

2'-0"

2' -0

1"

Text As Shown On Details

2"

4"

3' -0

MESSAGE 2.5

LAYOUT C

1' -0

1' -6

SPEED LIMIT

Surveillance Cameras In Use

On All VA Property

2" 2 1/2" 1 1/2"

10"

1 1/2", TYP.

2"

CL

1' -0

2' -0

2'

-0

2' -0

2'-0"

MESSAGE 2.4

LAYOUT C

2"

3"

1/2", TYP.

Loading Dock Access

4 3/4"

1 1/2", TYP.

3", TYP.

2' -0

3/ 4"

1' -1

1/

2" 3/

4"

1 1/2" 3/8" PRE-DRILLED HOLE.

MOUNT WITH 1 S.S. BOLT, 1

S.S. NUT & 1 S.S. WASHER

PER HOLE.

MOUNTING BRACKET

1" THICK ALUMINUM BRACKET

3'-0"

3'-0" 3'-0"

3'-0"

3'-0" 2" HT. BODY LETTERING, OPTIMA BOLD TYPE

FACE, INITIAL CAP AND LOWER CASE, WHITE

IN COLOR; SEE MESSAGE LAYOUT 1.5.

CLEAR FINISH ANODIZED CAP SET WITH

COUNTERSUNK FLATHEAD SCREWS

12" X 36"; POLYCARBONATE SIGN PANEL, 1/4"

THICK (MIN.), SINGLE FACE WITH NON-GLARE

MATTE FINISH W/UV INHIBITORS, OVER

ALUMINUM SIGN PANEL, VA BLUE IN COLOR.

SECURE TO PANEL WITH COUNTERSUNK

STAINLESS STEEL FLAT HEAD SCREWS

APPROXIMATELY 12" O.C.

3'-0"

1"

Text As Shown On Details

2"

4"

3' -0

1' -6

TEXT TO BE WHITE IN COLOR,

PANEL TO BE VA BLUE IN COLOR.

Visitor Parking

NOTES:

1. SIGN SHALL BE FENCE MOUNTED 6" FROM TOP FENCE RAIL AND MINIMUM 6"

AWAY FROM ANY EXISTING SIGNS TO REMAIN OR END POSTS.

2. SIGNS SHALL BE MOUNTED ON STATIONARY SECTIONS OF FENCE.

METAL POST, 2"X4"X1/8"

METAL POST, 2"X4"X1/8"

METAL POST, 2"X4"X1/8"

EXPANSION JOINT WITH SEALANT, TYP.

EXPANSION JOINT WITH SEALANT, TYP.

EXPANSION JOINT WITH SEALANT, TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

IOWA CITY VAMC

UPDATE SIGNAGE AND WAYFINDING

601 HIGHWAY 6 WEST, IOWA CITY, IA

636A8-23-101

10/10/2024 JF JSRevisions: Date:

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

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 # 17721

Office of Construction and Facilities Management

Fil e P ath : y

:\1

\17

1 v isn va mc up da te sig na ge an d w ay fin din g i a c ity ia

\_0 6 l a\_ ca d f ile s\_ sh ee ts\

1_ wa yfi nd ing si gn ag e p lan .dw g ed it:j sc hm itz er le s av ed :5/

/20

:53 P

M

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

LICENSED LANDSCAPE ARCHITECT UNDER

THE LAWS OF THE STATE OF MINNESOTA.

PRINT NAME: JOSEPH D. LUCHT, PLA

SIGNATURE:

DATE LICENSE # 5285810/10/2024

R1 - Revision 1 06/04/2025

GENERAL NOTES AND DETAILS

L4

4' -6

1'-0"

1' -6

MESSAGE 2.1

LAYOUT C

MESSAGE 2.2

LAYOUT C

MESSAGE 4.1

LAYOUT B

Loading Dock At Newton Road Entrance

No Loading Dock Access

Use Newton Road Entrance

No Smoking No Vaping

For the sake of your health and safety, smoking and vaping is prohibited on the grounds or in buildings of this facility.

CL

2 1/4"

5/8" 3/4", TYP.

1/2", TYP.

3 3/4"

1 3/8"1 1/8"3/4"

1"

1 3/4"

1 1/2", TYP.

3/4", TYP.

1"

1 3/4"

1 1/2", TYP.

3/4", TYP.

5' -0

1'-0"

1' -6

MESSAGE 3.8

LAYOUT B

Parking

1 1/2"

3/4"

2", TYP.

CL

1 1/2"

10"

7' -0

1'-0"

2' -6

MESSAGE 2.3

2'-6"

2'-6"

MESSAGE 3.1

LAYOUT C

MESSAGE 3.2

LAYOUT C

MESSAGE 3.3

LAYOUT C

1"

Reserved

Employee 1 1/2", TYP.

5/8", TYP.of the

Month

1 1/2", TYP.

1/4" 3"

CL 1"

Reserved

Shuttle 1 1/2", TYP.

5/8", TYP.Parking

Only

1 1/2", TYP.

1/4" 3"

CL 1"

Reserved

Contractor 1 1/2", TYP.

5/8", TYP.Parking

Only

1 1/2", TYP.

1/4" 3"

CL

1 1/2"

Only 1 1/2"

NOTES:

1. TEXT TO BE WHITE IN COLOR, PANEL TO BE WELLS FARGO BLACK IN COLOR.

2. FOR SIGN MOUNTING, SEE DETAIL 1/L4.

3. STALL NUMBERING TO BE VERIFIED BY COR.

4. BACK-TO-BACK SIGN PANELS SHALL BE PARALLEL AND EACH PANEL SHALL RECEIVE

TWO MOUNTING BRACKETS.

" D

P C

O N

C R

ET

E

FO

O

TI

N

G 1'

-6 " D

IA

1'-6"

9"

3- 1/

2"

2" 2"

9"

TYP.

9"

TYP.

VARIES

SECTION

POST

SQUARE PRECAST CONCRETE COLLAR.

OPENING SHALL ALLOW MAX. 1/4" GAP

BETWEEN COLLAR & POST.

COMPACTED SUBGRADE

CONCRETE FOOTING

BELOW

METAL POST

SQUARE PRECAST CONCRETE

COLLAR. OPENING SHALL

ALLOW MAX. 1/4" GAP

BETWEEN COLLAR & POST.

FINISHED GRADE

2" SCHEDULE 40

GALVANIZED STEEL POST

1'-0" MIN.

3" 3'

-6 " M

IN

CONCRETE FOOTING

NOTES:

1. MESSAGE 2.1 & 2.2: TEXT TO BE WHITE IN COLOR, PANEL TO BE WELLS FARGO

BLACK IN COLOR.

2. MESSAGE 4.1: TEXT TO BE BLACK IN COLOR, PANEL TO BE WHITE IN COLOR WITH

SAFETY RED CIRCLE WITH CROSSOUT.

3. FOR SIGN MOUNTING, SEE DETAIL 1/L4.

MESSAGE 3.4

LAYOUT C

1"

Reserved

VA 1 1/2", TYP.

5/8", TYP.Police

1 1/2", TYP.

1/4" 3"

CL

1 1/2"

MESSAGE 3.5

LAYOUT C

1"

Reserved

By 1 1/2", TYP.

5/8", TYP.Exception

Only

1 1/2", TYP.

1/4" 3"

CL

MESSAGE 3.6

LAYOUT C

1"

Reserved

VA 1 1/2", TYP.

5/8", TYP.Patients

1 1/2", TYP.

1/4" 3"

CL

1 1/2"

Only

NOTES:

1. TEXT TO BE WHITE IN COLOR,

PANEL TO BE ACCESSIBLE

BLUE IN COLOR.

1/2", TYP.

16-GAUGE GALVANIZED

STEEL MOUNTING

BRACKET, 2 EACH SIGN

1/2", TYP.

16-GAUGE GALVANIZED STEEL MOUNTING

BRACKET, 2 EACH SIGN

2" SCHEDULE 40

GALVANIZED STEEL POST

8"X8"X3/8" STAINLESS STEEL PLATE WITH

FOUR EXPANSION BOLTS, ANCHORED TO

EXISTING CONCRETE PAVEMENT.

TYPE B: CONCRETE FOOTING

TYPE A: SURFACE MOUNTED

EXISTING PAVEMENT

1'-0"

1'-0"

PARKING STALL, TYP.

CURB

SIDEWALK

SIGN POST, TYP.

GREEN SPACE, TYP.

NOTES:

1. SIGN POST AND PANEL SHALL BE INSTALLED 1'-0" FROM BACK OF CURB, IF SIGN

INCLUDES TWO POSTS AND A PANEL.

2. CENTER OF SIGN POST SHALL BE INSTALLED 1'-0" FROM BACK OF CURB, IF SIGN IS

A SINGLE POST WITH SIGN PANEL.

3. DESIGNATED PARKING SIGNS SHALL BE INSTALLED CENTERED TO PARKING

STALL WITH SIGN PANEL FACING PERPENDICULAR TO STALL STRIPING.

PARKING STALL, TYP.

CURB, TYP.

SIDEWALK

1'-0"1'-0"

NOTES:

1. CENTER OF SIGN POST SHALL BE INSTALLED 1'-0" FROM BACK OF CURB.

2. CENTER OF SIGN POST SHALL BE INSTALLED CENTERED TO PARKING STALL

WITH SIGN PANEL FACING PERPENDICULAR TO STALL STRIPING.

PARKING STALL, TYP.

NOTES:

1. CENTER OF SIGN POST SHALL BE INSTALLED AT DIVIDING LINE OF

HEAD-TO-HEAD PARKING.

2. CENTER OF SIGN POST SHALL BE INSTALLED CENTERED TO PARKING STALL

WITH SIGN PANEL FACING PERPENDICULAR TO STALL STRIPING.

SIGN POST, TYP.

SIGN POST, TYP.

ENLARGED VIEW

STAINLESS STEEL ACORN NUT

STAINLESS STEEL PLATE

EXISTING CONCRETE

PAVEMENT

8" X 3" LONG S.S. STRONG-TIE

STRONG-BOLT 2 WEDGE

ANCHOR, OR APPROVED

EQUAL, WITH S.S. ACORN

TOP NUT AND S.S. WASHER

6" ANCHOR BOLT,

3" CLEAR FROM ALL

SIDES OF SONOTUBE

GALVANIZED METAL

TORSION SPRING WITH

1/2" TEAR-AWAY BOLTS

FRONT EDGE/LINE

OF PARKING STALL

1/4" NEOPRENE PAD

1/4" NEOPRENE PAD; SHALL NOT

EXTEND BEYOND STEEL PLATE

EXPANSION JOINT WITH SEALANT

EXPANSION JOINT WITH SEALANT

2' -0

CL

CL

CL

CL

CL

CL

CL

CL

CL

2" SCHEDULE 40

GALVANIZED STEEL POST

2" SCHEDULE 40

GALVANIZED STEEL POST

2" SCHEDULE 40

GALVANIZED STEEL POST

1/2", TYP.

16-GAUGE GALVANIZED STEEL MOUNTING

BRACKET, 2 EACH SIGN

NOTES:

1. TYPE A USE IN PARKING RAMP STRUCTURE: XRAY

CONCRETE BEFORE DRILLING TO ENSURE EXISTING

REBAR OR POST TENSIONING TENDON IS NOT

COMPROMISED. DOES NOT APPLY TO TIER 1 OF

PARKING RAMP STRUCTURE.

2. REFER TO PLANS AND DETAILS 8, 9, 10 & 11 ON SHEET

L4 FOR EXTERIOR SIGN INSTALLATION LOCATIONS,

UNLESS OTHERWISE NOTED.

1' -0

" 2'-0"

CL

2'-0"

3' -0

CURB

SIDEWALK

CROSSWALK

SIGN POST

NOTES:

1. CENTER OF SIGN POST SHALL BE INSTALLED 3'-0" FROM BACK OF CURB.

2. CENTER OF SIGN POST SHALL BE INSTALLED WITH SIGN PANEL FACING

PERPENDICULAR TO DIRECTION OF TRAVEL.

NOTES:

1. REFER TO PLANS AND DETAILS 8, 9, 10 & 11 ON SHEET L4 FOR EXTERIOR

SIGN INSTALLATION LOCATIONS UNLESS OTHERWISE NOTED.

UP

A7

SEE SHEET 2-A1 FOR THE BUILDING 2

SIGNAGE PLAN

CB8

SBST11

BS04G

BCS01

A5

BC

S0

2BE02

BCE01

BE05

BE06

BE08BE11

BCE02

BE14

BE16

BE18

BE19

BE20

BE17

BC

E0

BE15

BE19A

BS

T1

BE24

BS

T0

BE

A

BE23

BST02

BE

22 BE21

BE13 BE12 BE12A BE09 BE07 BE04

BE03

BE01

SHAFT

A1

BN01

BCN01

A4 SHAFT

A3

BS

T0

A2

BW02

SHAFT

BW02B

BE12B

BE12C

BST12

BE12D

GRATING

BE01B

BE01A

MEZZANINE

BC

N0

BN03A

BN03

BW02

BW02A

BCS01A

BN04

BN02

BS04E

BS17

BS14 BS16

BCS04

BS

BCS05 BC08

BS06

BCS03

BCS03A

BS10BS10B

BS10A

BS05B

BS07

BS05

BS05A BS03

BST05

BST09

BS05C

BCS03B

BS11 BS12 BS13

BS

A

BS04DBS04CBS04B

BS02

BS01

BC

S0

BS04

BS04F

BS04A

BE02BBE02A

BC08A

BS06A

BUILDING

NO. 36

114B 114A

1C03

103C

103D

3A

103B

103G

101B

101C 111112

113A

1ST01

1C02

9 11

1C01

BW202

D

BW201

BCP03

BW

BC

P0

BC

P0

BW119

BST06

BW116A

BW116

BC05

BW119A

BW

0A

BW120B

BW119B

BW119C

BW166B

BW115

BW114

BW117

BW118

BW113BW112

BW

1A

BW

BW101B

BC06

BW110DBW110

BW110A BW110BBW108CBS

T0

BW108

BW110C

BW108B

BW108A

BC

BW

BW107

BC

BW120

BW101

BW102C

BW

2A

BW120C

BW102E

BW102F

BW104BC

B1

SHAFT

BC01

B2

B3

BW100

BC03

C1

C2

BW08E

BW08

BW08A BW08B BW08C BW08D

BCW01

BW102B

BS

T0

BCW01

BW01 BW03

BCW01A

BW04 BCW01 BCW03

BW15

BW

BW15A BC

W

A

BW19

BW21 BW23 BW24 BW26

BCW04

BW05

BW05A

BW05B

BW05C

BW

BW

06 BCW02

BW13

BW16

BST04

BW17 BW22 BW25

BCW05

BST13

BW12

BW11

BW11A

BW12A

BW10

DE1

DE1

DE1

DE1

DE1

DE1

DE1

DE1

DE1

DE1

DE1

DE1

DE4

DEMOLITION GENERAL NOTES

1. CONTRACTOR SHALL 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 SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES FOR

THE DEMOLITION WORK REQUIRED FOR THIS PROJECT.

3. PATCH AND REPAIR SURFACE TO MATCH EXISTING FINISHES WHERE WALL AND

CEILING MOUNTED SIGNAGE IS SCHEDULED TO BE REMOVED, UNLESS NOTED

OTHERWISE. WHERE WALLCOVERING OCCURS, PATCH AND PREPARE SURFACE FOR

PAINT. PAINT TO MATCH CAMPUS STANDARDS.

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

DEMOLITION WORK SHALL BE PATCHED TO MATCH ADJACENT AREA.

5. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS.

6. SALVAGED ITEMS SCHEDULED FOR REUSE SHALL BE CLEANED, RESTORED AND/OR

REFINISHED TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

7. SEE LANDSCAPE ARCHITECTURAL DRAWINGS FOR RELATED DEMOLITION AND

PREP WORK.

8. REMOVE AND SALVAGE EXISTING CIELING TILES FOR INSTALLATION OF ABOVE

CEILING SIGNAGE SUPPORTS.

9. WHERE WALLCOVERING OCCURS AND SIGNAGE IS REMOVED, REMOVE

WALLCOVERING AND PATCH AND PREP WALL FOR PAINT.

10. REMOVE ALL OVERHEAD SIGNAGE IN PARKING RAMP UNLESS OTHERWISE NOTED.

DEMOLITION PLAN KEYED NOTES

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

DE1 WAYFINDING SIGNAGE TO BE REMOVED, UPDATED, AND REPLACED

DE2 REMOVE WAYFINDING SIGNAGE AND REPAIR SURFACE TO MATCH

EXISTING FINISHES

DE3 ROOM IDENTIFICATION SIGNAGE TO BE REMOVED, UPDATED, AND

REPLACED

DE4 GENERAL AND LIFE SAFETY SIGNAGE TO BE REMOVED, UPDATED, AND

REPLACED

DE5 REMOVE GENERAL SIGNAGE AND REPAIR SURFACE TO MATCH EXISTING

FINISHES

DE6 REMOVE TEMPORARY SIGN

DE7 REMOVE UNUSED SIGN POSTS. PATCH SURFACE

DE8 REMOVE POST AND PANEL SIGNS. REPLACE

DE9 REMOVE SIGN. REPLACE

DE10 REMOVE SIGN. PATCH SURFACE

DE11 REMOVE SIGN

DE12 REMOVE DOOR MOUNTED SIGN. PATCH AND PAINT SURFACE TO MATCH

EXISTING

DE13 RELOCATE ITEMS TO SOUTH WALL OR ENCLOSED TACKBOARDS. HAZARD

SIGNS, AED SIGN, AND PHONE LIST TO REMAIN

DE14 REMOVE EXISTING WALLCOVERING WHERE INDICATED. REPAIR WALL AND

PAINT SURFACE TO ACCORDING TO CAMPUS STANDARDS

DE15 REMOVE ADHERED LETTERING FROM CHECK-IN WINDOW

DE16 REMOVE EMERGENCY DEPARTMENT, HOSPITAL ENTRANCE, AND NO

SMOKING SIGNS. REPAIR SURFACE

DE17 REMOVE CLEARANCE BAR. REPAIR SURFACE

DE18 OVERHEAD SIGN TO REMAIN (MESSAGE: OUT, DROP-OFF)

DE19 OVERHEAD SIGN TO REMAIN (MESSAGE: DROP-OFF)

DE20 OVERHEAD SIGN TO REMAIN (MESSAGE: PARK, PARKING)

DE21 REMOVE EMERGENCY BANNER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

KEYPLAN

BLDG 1

C U s e rs

\c z u p a n

\D o c u m e n ts \1

I A

V A

S ig n a g e

R c z u p a n

J A

M E

X .r v t

/1 /2

:3

:0

A

M

1-A1

BUILDING 1 - BASEMENT

DEMOLITION PLAN

IOWA CITY VAMC

601 HWY 6 WEST, IOWA CITY, IA

636A8-23-101

10/10/2024 CZ CZ

17721

UPDATE SIGNAGE AND WAYFINDING

1/16" = 1'-0"1 BUILDING 1 - BASEMENT DEMOLITION PLAN

0 8' 16'4'

A7

SEE SHEET 2-A1 FOR THE BUILDING 2

SIGNAGE PLAN

CB8

S7

SBST11

BS04G

BCS01

A5

BC

S0

2BE02

BCE01

BE05

BE06

BE08BE11

BCE02

BE14

BE16

BE18

BE19

BE20

BE17

BC

E0

BE15

BE19A

BS

T1

BE24

BS

T0

BE

A

BE23

BST02

BE

22 BE21

BE13 BE12 BE12A BE09 BE07 BE04

BE03

BE01

SHAFT

A1

BN01 BCN01 A4 SHAFT

A3

BS

T0

A2

BW02

SHAFT

BW02B

BE12B

BE12C

BST12

BE12D

GRATING

BE01B

BE01A

MEZZANINE

BC

N0

BN03A

BN03

BW02

BW02A

BCS01A

BN04

BN02

BS04E

BS17

BS14 BS16

BCS04

BS

BCS05 BC08

BS06

BCS03

BCS03A

BS10BS10B

BS10A

BS05B

BS07

BS05

BS05A BS03

BST05

BST09

BS05C

BCS03B

BS11 BS12 BS13

BS

A

BS04DBS04CBS04B

BS02

BS01

BC

S0

BS04

BS04F

BS04A

BE02BBE02A

BC08A

BS06A

BUILDING

NO. 36

114B 114A

1C03

103C

103D

3A

103B

103G

101B

101C 111112

113A

1ST01

1C02

9 11

1C01

BW202

D

BW201

BCP03

BW

BC

P0

BC

P0

BW119

BST06

BW116A

BW116

BC05

BW119A

BW

0A

BW120B

BW119B

BW119C

BW166B

BW115

BW114

BW117

BW118

BW113BW112

BW

1A

BW

BW101B

BC06

BW110DBW110

BW110A BW110BBW108CBS

T0

BW108

BW110C

BW108B

BW108A

BC

BW

BW107

BC

BW120

BW101

BW102C

BW

2A

BW120C

BW102E

BW102F

BW104BC

B1

SHAFT

BC01

B2

B3

BW100

BC03

C1

C2

BW08E

BW08

BW08A BW08B BW08C BW08D

BCW01

BW102B

BS

T0

BCW01

BW01 BW03

BCW01A

BW04

BCW01 BCW03

BW15

BW

BW15A BC

W

A

BW19

BW21 BW23 BW24 BW26

BCW04

BW05

BW05A

BW05B

BW05C

BW

BW

06 BCW02

BW13

BW16

BST04

BW17 BW22 BW25

BCW05

BST13

BW12

BW11

BW11A

BW12A

BW10

IN-16.51

SIGN 6.1

IN-16.51

SIGN 3.6

SIGN 3.7

SIGN 3.7 SIGN 3.6SIGN 3.7SIGN 3.6

SIGN 6.1

SIGN 6.1

SIGN 6.1

SIGN 6.1

IN-14.15

IN-14.15

SIGN 6.1

IN-14.15

IN-08.02

SIGN 6.1 SIGN 6.1

SIGNAGE GENERAL NOTES

1. DETAIL DRAWINGS PERTAIN TO SIGNAGE IN ALL BUILDINGS INCLUDED IN THE

SCOPE OF WORK.

2. ALL SIGNAGE IDENTIFYING PERMANENT ROOMS SHALL COMPLY WITH 2010

STANDARD FOR ACCESSIBLE DESIGN.

3. ALL PERMANENT ROOM SIGNAGE TO HAVE TOP SECTION RAISED TEXT AND LOWER

SECTION BRAILLE. BRAILLE TO BE GRADE 2.

4. ALL ROOM IDENTIFICATION SIGNS TO BE MOUNTED ON LATCH SIDE OF DOOR

UNLESS NOTED OTHERWISE. IF NO SPACE EXISTS ON LATCH SIDE MOUNT SIGN TO

THE NEAREST ADJACENT WALL. SIGNS MUST BE 2" FROM DOOR JAMB WITH 18"

CLEAR FLOOR SPACE FROM CENTER OF SIGN.

5. ALL SIGN TEXT AND NUMBERING SUBJECT TO FINAL APPROVAL BY OWNER.

6. ALL SIGNS MOUNTED TO GLASS TO HAVE GLASS BACKER.

7. SIGNS TO BE MOUNTED ACCORDING TO MANUFACTURERS INSTALLATION

INSTRUCTIONS AND MATERIALS.

8. SIGN DETAILS ARE FOR REFERENCE ONLY. ACTUAL DESIGN TO BE PROVIDED BY

THE VENDOR, FOLLOWING FACILITY STANDARD, AND SUBJECT TO OWNER

APPROVAL.

9. REINSTALL CEILING SYSTEMS REMOVED AND SALAVAGED DURING DEMOLITION.

REPLACE ANY DAMAGED CEILING FINISHES IN-KIND WITH EXISTING.

10. WHERE WALL COVERING WAS REMOVED, PATCH AND PAINT WALLS TO MATCH

EXISTING PAINT.

SIGNAGE KEYED NOTES

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

S1 DOOR MOUNTED.

S2 CEILING MOUNTED.

S3 ADJUST DIRECTORY LOCATION AS

NECESSARY.

S4 NOT USED.

S5 WALKWAY TO BUILDING 1, LEVEL 1.

S6 WALKWAY TO BUILDING 1, BASEMENT LEVEL.

S7 WALKWAY INTO BUILDING 2.

S8 WALKWAY TO BUILDING 50.

S9 CONNECTION TO BUILDING 40.

S10 BUILDING 41.

S11 BUILDING 42.

S12 BUILDING 41 ROOF ACCESS.

S13 RESERVED STALLS 1.1-1.23

S14 RESERVED STALLS 1.24-1.45

S15 RESERVED STALLS 1.46-1.53

S16 RESERVED STALLS 2.1-2.40

S17 RESERVED STALLS 2.41-74

S18 RESERVED STALLS 2.75-2.105

S19 RESERVED STALLS 3.1-3.20

S20 RESERVED STALLS 3.21-3.51

S21 RESERVED STALLS 3.52-3.84

S22 RESERVED STALLS 4.1-4.20

S23 RESERVED STALLS 4.21-4.61

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

KEYPLAN

BLDG 1

C U s e rs

\c z u p a n

\D o c u m e n ts \1

I A

V A

S ig n a g e

R c z u p a n

J A

M E

X .r v t

/1 /2

:3

:0

A

M

1-A2

BUILDING 1 - BASEMENT SIGNAGE

PLAN

IOWA CITY VAMC

601 HWY 6 WEST, IOWA CITY, IA

636A8-23-101

10/10/2024 CZ CZ

17721

UPDATE SIGNAGE AND WAYFINDING

1/16" = 1'-0"1 BUILDING 1 - BASEMENT SIGNAGE PLAN

0 8' 16'4'

SEE SHEET DE1 FOR

BUILDING 1 BASEMENT

SIGNAGE SCHEDULE

1W

1W

1W

1W

1W

1W

1W

1W

1C

A

1W145

1W

1W132

1C07B

1W131

1W130

1W129

1W128

1W126A1W125A1W124A

1W

1W

1W

1W

1W

1W123A1W122A

1W150

1W149

1W141A 1W138A 1W134A

1W138C 1W138B

1W147

1W148

1W146

1C07A

1C06

1W

1W

1W

1W136A

1W

1W

1W121A 1W120A

1W151

1W152

1C W

B

1W153

1W

1W

1W108A 1W109A

1W

1W

1W

A

1W36B

1W

1W112

1W113

1W116

1W115

1W117A

1W114

1C03

1W36C

1W

1W

1W119A

1W

1W118A

1CW03A

1CW04

DN

UPDN

UP

DN

UP

1E54A 1E53A

1E53B

1E

1E51 1E50 1E48 1E47 1E45 1E43

1E

1E

1E441E461E49A1E491E521E52A

1CE051E54

1S T0

1E54B

1CE04B

1ST10

1E38

1E36

1E34 1E36

1E37

1E

1CE04C

1E

1E35

1E35A

1E321E

1E33

1E31

1C E0

1E

A

1E27

1E30

1E29

1E28

1E26

1CE04A

1CE02

1E12 1E10

1E15

1E17 1E16

1E

1E20

1E22

1E19

1C E0

1E21

1S T0

1E40

1E39

1E24 1E23

1S22

1S03A

1S03

1S18

1S T0

1S21

1S20

1S19

1S17

1S16

1S02E

1S14

1S12 1S02D

1S10

1S15

1S13

1S11

1S09

1S07

1C S0

1S08 1S02B

1S06

A5 1CS01

1E14 1E14A 1E13 1E11

1CE01

1C S0

1W01

1S02C

A

1S02

1S34

1S 35 1S36 1S37

1S

A

1S38

1S39

1CS091S33

1S43

1S39A

1C S1

1S44

1S451CS111CS06

1S23

1CS07

1S 241S261S28

1S30

1S31

1S32

1C S0

8 1S29 1S27 1S25 1C S1

1S40

1S 41 1S42

1C S0

1S05

1S04

1S30A

1E09

A1

A2

SHAFT

1N01

1CN05

1E03

1N02

1N

A

1N03

1CN02

1CN04

1E08A

1E08

1S30P

1E04 1E06A

1E06

1E06B

1E06C

1C N0

1E07B

1E

C

1E

D