S02 - Att4 Drawings Vol 1 P1-5.pdf

12/24/2019

Tomah VAMC, Design Exterior Signage and Wayfinding

Tomah, WI G-001

CGKBJL

COVER SHEET

13100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 19003

100% CONSTRUCTION

DOCUMENTS

676-18-103

N/A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

3_ To m ah

E xt er io r S ig na ge a nd

W ay fin di ng \0

3_ M od el

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AH

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IG

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-1

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bp n

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AM

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

ELECTRICAL

E001

ES101

ES102

ES103

ES104

E401

E402

E403

E404

E405

E406

E407

ELECTRICAL ABBERVIATIONS, SYMBOLS, SCHEDULES, AND DETAILS

PARTIAL ELECTRICAL SITE PLAN (SW)

PARTIAL ELECTRICAL SITE PLAN (NW)

PARTIAL ELECTRICAL SITE PLAN (NE)

PARTIAL ELECTRICAL SITE PLAN (SE)

PARTIAL PLANS ELECTRICAL (SITE)

PARTIAL PLANS ELECTRICAL (SITE)

PARTIAL PLANS ELECTRICAL (SITE)

PARTIAL PLANS ELECTRICAL (SITE)

PARTIAL PLANS ELECTRICAL (SITE)

PARTIAL PLANS ELECTRICAL (SITE)

PARTIAL PLANS ELECTRICAL (SITE)

A5 DESIGNER LIST & STAMP

A1 ABBREVIATION LIST

C3 OWNER/TENANT INFORMATION C5 DRAWING INDEXC4 PROJECT LOCATION MAP

B5 GENERAL NOTES

OFFICE

F5 SYMBOL KEY

PLAN

NORTH

NOT TO SCALE

A5 DRAWING TITLE

0 4' 8' 16'

C5 A-501

100'-0"100'-0"

A5 A-501

ELEV. NO.

SHEET NO.

DOOR NUMBER

KEYNOTE

WALL TAG

LIGHT TAG

ELEVATION MARK

NEW SPOT ELEVATION

REVISION IDENTIFIER

NORTH ARROW

GRID

STRUCTURAL/COLUMN

DETAIL OR PLAN TITLE

SHEET NO.

SECTION NO.

A

SECTION DETAIL

ELEVATION MARKER

INDICATES NEW DOOR

AND/OR WALL

INDICATES EXISTING

DOOR AND/OR WALL

INDICATES DOOR AND/OR

WALL TO BE REMOVED.

SALVAGE DOORS FOR REUSE

INDICATES PATCH EXISTING

WALLS AS REQUIRED FOR

SMOOTH FINISH

DETAIL/PLAN NO. (IN REFERENCE

TO SHEET GRID AT TOP & RIGHT SIDE)

DETAIL

REFERENCE

SHEET NO. (DETAILS REFERENCE

TO SHEET ON WHICH THEY OCCUR)

DETAIL (IN REFERENCE TO SHEET

GRID AT TOP & RIGHT SIDE)

A3 A-202

66'-0"

ROOM NAME

& NUMBER

CONTRACT LIMIT LINE

GENERAL

G-001 COVER SHEET

ARCHITECTURAL

AD100

AS100

AS100A

AS100B

AS101

AS102

AS103

AS104

AS105

AS106

AS107

AS108

AS109

AS110

AS111

AS112

AS113

AS114

AS115

SITE DEMOLITION PLAN

ARCHITECTURAL SITE PLAN

NOTES AND ENLARGED PARTIAL SITE PLANS

SIGN ELEVATIONS AND DETAILS

SITE PLAN

SITE PLAN

SITE PLAN

SITE PLAN

SITE PLAN

SIGN ELEVATIONS

SIGN ELEVATIONS

SIGN ELEVATIONS

SIGN ELEVATIONS

SIGN ELEVATIONS

SIGN ELEVATIONS

SIGN ELEVATIONS

SIGN ELEVATIONS

SIGN ELEVATIONS

SIGN ELEVATIONS

F7 MATERIAL IDENTIFICATION

MATERIAL IDENTIFICATION

(LARGE SCALE)ACOUSTIC TILE

(ACT) ALUMINUM

BRICK

(SOLID)

CONCRETE

BLOCK

CONCRETE BLOCK

CONCRETE

(BATT)

INSULATION

MORTAR

(ALSO SAND,

PLASTER GWB)

EARTH

(COMPACTED)

EARTH

POROUS FILL

(COMPACTED)(RIGID)

INSULATION

TILE

(CERAMIC OR QUARRY)

PLYWOOD OR

PARTICLE BD

WOOD (ROUGH)

SHIM

(LARGE SCALE)

STEEL

STONE

WOOD (FINISH)

500 E Veteran Street Tomah, WI 54660

Tomah VAMC, Design Exterior Signage and Wayfinding

A

ABV ABOVE

AFF ABOVE FINISHED FLOOR

ASC ABOVE SUSPENDED

CEILING

ACC ACCESS

ACFL ACCESS FLOOR

AP ACCESS PANEL

AC ACOUSTICAL

ACPL ACOUSTICAL PLASTER

ACT ACOUSTICAL TILE

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJACENT/ADJUSTABLE

AGG AGGREGATE

A/C AIR CONDITIONING

ALT ALTERNATE

AL ALUMINUM

ANC ANCHOR, ANCHORAGE

AB ANCHOR BOLT

ANOD ANODIZED

APX APPROXIMATE

ARCH ARCHITECT(URAL)

AD AREA DRAIN

ASB ASBESTOS

AT ASPHALT TILE

AUTO AUTOMATIC

B

BP BACK PLASTER

BSMT BASEMENT

BW BOTH WAYS

BRG BEARING

BPL BEARING PLATE

BM BENCH MARK

BEL BELOW

BET BETWEEN

BVL BEVELED

BIT BITUMINOUS

BLK BLOCK

BLKG BLOCKING

BD BOARD

BS BOTH SIDES

BOT BOTTOM

BRK BRICK

BRZ BRONZE

BLDG BUILDING

BUR BUILT UP ROOFING

BBD BULLETIN BOARD

OWNER: Tomah VAMC

CONTACT:

Jason Fierst 500 E Veteran Street Tomah, WI 54660

E

E EAST

ELEC ELECTRIC (AL)

EP ELECTRICAL PANELBOARD

EWC ELECTRIC WATER COOLER

EL ELEVATION

ELEV ELEVATOR

EMER EMERGENCY

ENC ENCLOSE (URE)

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCALATOR

EST ESTIMATE

EXH EXHAUST

EXST EXISTING

EB EXPANSION BOLT

EXP EXPOSED

EXT EXTERIOR

F

FB FACE BRICK

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FF FACTORY FINISH

FAS FASTEN, FASTENER

FN FENCE

FBD FIBERBOARD

FG FIBERGLASS

FIN FINISH (ED)

FFE FINISHED FLOOR ELEVATION

FFL FINISHED FLOOR LINE

FA FIRE ALARM

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHS FIRE HOSE STATION

FPL FIREPLACE

FP FIREPROOF

FRC FIRE-RESISTANT COATING

FRT FIRE-RETARDANT

FLG FLASHING

FHMS FLATHEAD MACHINE SCREW

FHWS FLATHEAD WOOD SCREW

FLX FLEXIBLE

FLR FLOOR (ING)

FLCO FLOOR CLEANOUT

FD FLOOR DRAIN

FPL FLOOR PLATE

FLUR FLUORESCENT

FJT FLUSH JOINT

FTG FOOTING

FRG FORGED

FND FOUNDATION

FR FRAME (D) (ING)

FRA FRESH AIR

FS FULL SIZE

FBO FURNISHED BY OTHERS

FUR FURRED (ING)

FUT FUTURE

G

GA GAGE, GAUGE

GV GALVANIZED

GI GALVANIZED IRON

GP GALVANIZED PIPE

GSS GALVANIZED STEEL SHEET

GKT GASKET (ED)

GC GENERAL CONTRACT

GL GLASS, GLAZING

GLB GLASS BLOCK

GLF GLASS FIBER

GCMU GLAZED CONC. MASONRY UNITS

GST GLAZED STRUCTURAL TILE

GB GRAB BAR

GD GRADE, GRADING

GRN GRANITE

GVL GRAVEL

GF GROUND FACE

GT GROUT

GPL GYPSUM LATH

GPPL GYPSUM PLASTER

GPT GYPSUM TILE

GWB GYPSUM WALL BOARD

H

HBD HARDBOARD

HDW HARDWARE

HWD HARDWOOD

HJT HEAD JOINT

HDR HEADER

HTG HEATING

HVAC HEATING/VENTILATING/AIR COND.

HD HEAVY DUTY

HT HEIGHT

HC HOLLOW CORE

HM HOLLOW METAL

HOR HORIZONTAL

HB HOSE BIB

HWH HOT WATER HEATER

I

INCL INCLUDE (D) (ING)

ID INSIDE DIAMETER

INS INSULATE (D) (ION)

INT INTERIOR

INV INVERT

IPS IRON PIPE SIZE

J

JC JANITOR'S CLOSET

JT JOINT

K

KPL KICK PLATE

KIT KITCHEN

KO KNOCKOUT

L

LBL LABEL

LAB LABORATORY

LAD LADDER

LB LAG BOLT

LAM LAMINATE (D)

LAV LAVATORY

LH LEFT HAND

LT LIGHT

LC LIGHT CONTROL

LP LIGHT PROOF

LW LIGHTWEIGHT

LWC LIGHTWEIGHT CONCRETE

LMS LIMESTONE

LTL LINTEL

LL LIVE LOAD

LVR LOUVER

LPT LOW POINT

M

MB MACHINE BELT

MH MANHOLE

MFR MANUFACTURE (ER)

MAS MASONRY

MO MASONRY OPENING

MTL MATERIAL

MAX MAXIMUM

MECH MECHANIC (AL)

MC MEDICINE CABINET

MED MEDIUM

MBR MEMBER

MMB MEMBRANE

MET METAL

MFD METAL FLOOR DECKING

MRD METAL ROOF DECKING

M METER

MM MILLIMETER

MWK MILLWORK

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MOD MODULAR

MLD MOLDING, MOULDING

MR MOP RECEPTOR

MT MOUNT (ED) (ING)

MOV MOVABLE

MULL MULLION

N

NAT NATURAL

NI NICKEL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NOM NOMINAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O

OC ON CENTER

OPG OPENING

OJ OPEN-WEB JOIST

OPP OPPOSITE

OD OUTSIDE DIAMETER

OH OVERHEAD

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

P

PNL PANEL

PB PANIC BAR

PTD PAPER TOWEL DISPENSER

PTR PAPER TOWEL RECEPTOR

PAR PARALLEL

PK PARKING

PBD PARTICLE BOARD

PTN PARTITION

PED PEDESTAL

PERF PERFORATE (D)

PERI PERIMETER

PLAS PLASTER

PLAM PLASTIC LAMINATE

PL PLATE

PG PLATE GLASS

PWD PLYWOOD

PVC POLYVINYL CHLORIDE

PE PORCELAIN ENAMEL

PTC POST-TENSIONED CONCRETE

PCF POUNDS PER CUBIC FOOT

PFL POUNDS PER LINEAL FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PCC PRECAST CONCRETE

PFB PREFABRICATE (D)

PFN PREFINISHED

PRF PREFORMED

PSC PRESTRESSED CONCRETE

PL PROPERTY LINE

Q

QT QUARRY TILE

R

RBT RABBET, REBATE

RAD RADIUS

RWC RAINWATER CONDUCTOR

REF REFERENCE

RFL REFLECT (ED) (IVE) (OR)

REFR REFRIGERATOR

REG REGISTER

RE REINFORCE (D) (ING)

RCP REINFORCED CONCRETE PIPE

REM REMOVE

RES RESILIENT

RET RETURN

RA RETURN AIR

REV REVISION (S) REVISED

RH RIGHT HAND

ROW RIGHT OF WAY

R RISER

RD ROOF DRAIN

RFH ROOF HATCH

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RB RUBBER BASE

RBT RUBBER TILE

S

SFGL SAFETY GLASS

SCH SCHEDULE

SCN SCREEN

SNT SEALANT

STG SEATING

SEC SECTION

SHT SHEER

SH SHELF, SHELVING

SIM SIMILAR

SL SLEEVE

SC SOLID CORE

SP SOUNDPROOF

S SOUTH

SPK SPEAKER

SPL SPECIAL

SPEC SPECIFICATION (S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STA STATION

ST STEEL

STO STORAGE

SD STORM DRAIN

STR STRUCTURAL

SCT STRUCTURAL CLAY TILE

SUS SUSPENDED

SYM SYMMETRY (ICAL)

SYN SYNTHETIC

SYS SYSTEM

T

TKBD TACK BOARD

TEL TELEPHONE

TV TELEVISION

TC TERRA COTTA

TZ TERRAZZO

THK THICK (NESS)

THR THRESHOLD

TPTN TOILET PARTITION

TPD TOILET PAPER DISPENSER

TOL TOLERANCE

T&G TONGUE AND GROOVE

TSL TOP OF SLAB

TST TOP OF STEEL

TW TOP OF WALL

TB TOWEL BAR

TR TRANSOM

T TREAD

TYP TYPICAL

U

UC UNDERCUT

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

V

VJ V-JOINT (ED)

VB VAPOR BARRIER

VAR VARNISH

VNR VENEER

VERT VERTICAL

VG VERTICAL GRAIN

VIN VINYL

VB VINYL BASE

VF VINYL FABRIC

VT VINYL TILE

VCT VINYL COMPOSITE TILE

W

WSCT WAINSCOT

WTW WALL TO WALL

WH WALL HUNG

WC WATER CLOSET

WP WATERPROOFING

WR WATER REPELLENT

WS WATER STOP

WWF WELDED WIRE FABRIC

W WEST

WHB WHEEL BUMPER

W WIDTH, WIDE

WIN WINDOW

WG WIRED GLASS

WM WIRE MESH

WO WITHOUT

WD WOOD

WB WOOD BASE

WPT WORKING POINT

WI WROUGHT IRON

WWM WELDED WIRE MESH

C

CAB CABINET

CPT CARPET

CSMT CASEMENT

CI CAST IRON

CIPC CAST-PLACE-CONCRETE

CST CAST STONE

CB CATCH BASIN

CK CAULK(ING)

CLG CEILING

CHT CEILING HEIGHT

CEM CEMENT

CM CENTIMETER(S)

CER CERAMIC

CT CERAMIC TILE

CHBD CHALKBOARD

CHAM CHAMFER

CIR CIRCLE

CIRC CIRCUMFERENCE

CLR CLEAR (ANCE)

CLS CLOSURE

COL COLUMN

COMB COMBINATION

COMPT COMPARTMENT

COMPO COMPOSITION

COMP COMPRESS (ED) (ION)

(IBLE)

CONC CONCRETE

CMU CONCRETE MASONRY

UNIT

CONST CONSTRUCTION

CONT CONTINUOUS OR

CONTINUE

CONTR CONTRACT (OR)

CJ CONTROL JOINT

CPR COOPER

CG CORNER GUARD

CTR COUNTER

CFL COUNTER FLASHING

CS COUNTERSINK

CRS COURSE (S)

CFT CUBIC FOOT

CYD CUBIC YARD

D

DPR DAMPER

DP DAMP PROOFING

DL DEAD LOAD

DEM DEMOLISH, DEMOLITION

DMT DEMOUNTABLE

DEP DEPRESSED

DTL DETAIL

DIAG DIAGONAL

DIAM DIAMETER

DIM DIMENSION

DIV DIVISION

DR DOOR

DA DOUBLE ACTING

DH DOUBLE HUNG

DTA DOVETAIL ANCHOR

DTS DOVETAIL ANCHOR SLOT

DS DOWNSPOUT

D DRAIN

DT DRAIN TILE

DWR DRAWER

DWG DRAWING

DF DRINKING FOUNTAIN

DW DUMBWAITER

ELECTRICAL

Apogee Engineering 1151 Kildaire Farm Road, Suite 120 Cary, NC 27511 Phone: 919.858.7420 Contact:Michael Hawkins E-mail: mhawkins@acg-pa.com

STRUCTURAL

Larson Engineering 3333 N. Mayfair Rd, Suite 211 Wauwatosa, WI 53222 Phone: 414.231.9444

FAX: 920.734.9880

Contact:Robert Schumacher E-mail: rschumacher@larsonengr.com

ARCHITECT

NAGEL Architects + Engineers 13100 watertown plank road, suite 200 Elm Grove, WI 53122 Phone: 262.641.0746

FAX: 888.600.6207

Contact:Brett Luecke E-mail: brett.luecke@nagel.us

SIGNAGE

Wayfinding Associates 3919 Saw Mill Run Boulevard Pittsburg, PA 15227 Phone: 412.201.9115 Contact:Scott Saunders E-mail: slsaunders@wfpros.com

ALTERNATE BID DEDUCTS:

1. UTILIZE CAST-IN-PLACE CONCRETE BASE, IN LIEU OF BRICK

BASE.

Signage and Wayfinding

Tomah, WI

AD100

CGKBJL

SITE DEMOLITION PLAN

13100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 19003

100% CONSTRUCTION

DOCUMENTS

676-18-103

N/A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

3_ To m ah

E xt er io r S ig na ge a nd

W ay fin di ng \0

3_ M od el

-D ra w in gs a nd R ep or ts -c ur re nt \T

O M

AH

S

IG

N

AG

E_

-1

1.

bp n

/2 3/

, 9 :0

AM

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

SCALE: 1'' = 100'

F3 SITE DEMOLITION PLAN

0 50' 100' 200'

PLAN

NORTH

11111111

11111

1111111

111 11

1111111

111111

11111111

11111

111111

111111

111111

11111

111111 111111111

FUTURE ROUNDABOUT (NOT PART

OF THIS PROJECT)

S T R E E T

P O N D

1 S T

S

R E

E T

E A S T V E T E R A N S S T R E E T

S T R E E T

R

E E

T

E A S T V E T E R A N S

4 T H

R

E E

T

5 T

R

E E

T

3 R D

R

E E

T

2 N

R E

E T

E A S T V E T E R A N S

S T R E E T

E A S T V E T E R A N S

S T R E E T

D S T R E E TD S T R E E T

E S T R E E TE

E S T R E E T

E

6 T

R

E E

T

R E

E T

E S T R E E T

G S T R E E T

R

E E

T

R E

E T

G S T R E E T

R

E E

T

F S T R E E TF S T R E E T

2 N D

2 N D

2N D

ST

RE

ET

B S T R E E T

NO

RT

H

GL

EN

DA

LE

A

VE

NU

E

3R D

ST

RE

ET

3 R D

G L E

N D

A L

E A

V E

N U

E

B S T R E E T

S T

R E

E T

S T

R E

E T

S T R E E T

S T

R E

E T

S T

R E

E T

S T R E E T

C O N C R E T E

C U R B

C O N C R E T E

C U R B

CO

NC

RET

E C

UR

B

C O N C R E T E

C U R B

B

B

B

B

B

B B

B

B

3 R D

C S T R E E T

B

B

B

B

X

XX

X

X

X

XX

X X

X

411 412

409410

402A

12 4

T212

F9 DEMOLITION SITE NOTES & KEY

SITE KEYNOTES

REMOVE EXISTING SIGN AND SUPPORTING STRUCTURE.

CONCRETE FOUNDATIONS SHALL REMAIN IN PLACE.

SITE GENERAL NOTES

1. IN PLANTING AREAS: ROUGH GRADE TO BE 2" TO 3" LESS THAN

GRADES SHOWN. COORDINATE WITH OWNERS LANDSCAPE

CONTRACTOR.

2. PROVIDE AND INSTALL A SINGLE FILTER FABRIC FENCE AROUND

ENTIRE PERIMETER OF DISTURBED AREA OF SITE PER WISCONSIN

CONSTRUCTION SITE BEST MANAGEMENT PRACTICE HANDBOOK,

CHAPTER 3, SECTION B.1. PROVIDE GRAVEL STABILIZATION PAD

PER WISCONSIN CONSTRUCTION SITE BEST MANAGEMENT

PRACTICE HANDBOOK, CHAPTER 3, SECTION G.1.

3. IF ANY AREAS OF SITE ARE USED FOR PARKING, THOSE AREAS

SHALL ALSO BE GRAVELED.

P O N D

B

T295

SCALE: 1" =100'B1 PARTIAL SITE PLAN

SEE PARTIAL SITE PLAN

THIS SHEET

Signage and Wayfinding

Tomah, WI

AS100

CGKBJL

ARCHITECTURAL SITE PLAN

13100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 19003

100% CONSTRUCTION

DOCUMENTS

676-18-103

N/A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

3_ To m ah

E xt er io r S ig na ge a nd

W ay fin di ng \0

3_ M od el

-D ra w in gs a nd R ep or ts -c ur re nt \T

O M

AH

S

IG

N

AG

E_

-1

1.

bp n

/2 3/

, 9 :0

AM

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

SCALE: 1'' = 100'

F3 SITE PLAN

0 50' 100' 200'

PLAN

NORTH

E8

AS100A

D9

AS100A

D4

AS100A

E6

AS100A

D6

AS100A

D4

AS100A

D4

AS100A

D4

AS100A

D4

AS100A

D4

AS100A

D4

AS100A

D4

AS100A

D4

AS100A

D4

AS100A

B9

AS100B

0'

-0

1'

-1 1"

FUTURE ROUNDABOUT (NOT PART

OF THIS PROJECT)

S T R E E T

P O N D

R E

E T

E A S T V E T E R A N S S T R E E T

R

E E

T

E A S T V E T E R A N S

R E

E T

R E

E T

R

E E

T

2 N

R E

E

E A S T

V E T E R A N S

E A S T

V E T E R A N S

D S T R E E TD S T R E E T

E S T R E E TE

E S T R E E T

E

R E

E T

R E

E T

E S T R E E T

G S T R E E T

R E

E T

R E

E T

G S T R E E T

R

E E

T

F S T R E E TF S T R E E T

2 N D

2 N D

2N D

ST

RE

ET

B S T R E E T

NO

RT

H

GL

EN

DA

LE

A

VE

NU

E

3R D

ST

RE

ET

3 R D

G L E

N D

A L

E A

V E

N U

E

B S T R E E T

S T

R E

E T

S T

R E

E T

S T R E E T

S T

R E

E T

S T

R E

E T

S T R E E T

B

B

B

B

B

B B

B

B

3 R D

C S T R E E T

B

B

B

B

X

XX

X

X

X

XX

X X

X

411 412

409410

402A

12 4

T212

P O N D

B

T295

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

D1 MULCH DETAIL

0 2' 4' 8'

1'-0"

2'-0" TYP.

1'-0"

4" DEEP MULCH

4 FT DEEP

CONCRETE BASE

NOTE: REFER TO SIGN SCHEDULE

FOR SIGN TEXT.

SCALE: 1" =100'B1 SITE PLAN

Signage and Wayfinding

Tomah, WI

AS100A

CGKBJL

NOTES AND ENLARGED

PARTIAL SITE PLANS13100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 19003

100% CONSTRUCTION

DOCUMENTS

676-18-103

N/A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

3_ To m ah

E xt er io r S ig na ge a nd

W ay fin di ng \0

3_ M od el

-D ra w in gs a nd R ep or ts -c ur re nt \T

O M

AH

S

IG

N

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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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

SCALE: 1'' = 30'

E4 ENLARGED PLAN AT BUILDING 405

0 30' 60'

26'-10" 1'-4" 5'-0"

'-0

4'

-8

'-4

D7

AS100B

4" DEEP MULCH BED. 2'-0"

AROUND SIGN BASE

D5

AS100B

SCALE: 1'' = 30'

D4 TYPICAL BUILDING IDENTITY SIGN

0 30' 60'

'-9

4'

-8

'-8

5'-0" 1'-4" 30'-10"

'-0

4'

-8

'-8

30'-8" 1'-4" 5'-0"

D7

AS100B

D7

AS100B

4" DEEP MULCH BED. 2'-0"

AROUND SIGN BASE 4" DEEP MULCH BED. 2'-0"

AROUND SIGN BASE

G S T R E E T

409410

SCALE: 1'' = 30'

D6 ENLARGED PLAN AT BLDG 409 & 410

0 30' 60'

16'-0"

12'-0"

D9

AS100B

FUTURE TURN-OFF LANE

(NOT PART OF THIS PROJECT)

ANTICIPATED TURN-OFF LANE WIDTH

R

E E

T

SCALE: 1'' = 30'

D9 ENLARGED PLAN AT CAMPUS MAP

0 30' 60'

8'-11" 1'-4"

8'-11"

4' -0

4'

-8

8' -8

4' -0

4'

-8

8' -8

9'-0" 1'-4"

9'-0"

D7

AS100B

D7

AS100B

4" DEEP MULCH BED. 2'-0"

AROUND SIGN BASE

4" DEEP MULCH BED. 2'-0"

AROUND SIGN BASE

411 412

SCALE: 1'' = 30'

E6 ENLARGED PLAN AT BLDG 411 & 412

0 30' 60'

SCALE: 1'' = 30'

E8 ENLARGED PLAN AT MAIN ENTRY

0 30' 60'

'-9

30'-0"30'-0"

105'-0"

105'-0"

'-0

75'-0"

D9

AS100B REMOVE EXITING

FENCE. SALVAGE FOR

REUSE

NEW FENCE

LOCATION. INSTALL

SALVAGED FENCE

EXISTING FENCE

TO REMAIN

DASHED LINES

INDICATE FUTURE

POTENTIAL

ROUNDABOUT

VISIO

N TRIANGLE

VISION TRIANGLE

D9

AS100B

Signage and Wayfinding

Tomah, WI

AS100B

CGKBJL

SIGN ELEVATIONS AND DETAILS

13100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 19003

100% CONSTRUCTION

DOCUMENTS

676-18-103

N/A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

3_ To m ah

E xt er io r S ig na ge a nd

W ay fin di ng \0

3_ M od el

-D ra w in gs a nd R ep or ts -c ur re nt \T

O M

AH

S

IG

N

AG

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1.

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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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

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

F5 MONUMENT SIGN SECTION

0 1' 2' 3'

B9

AS100B

1' -0

4'

-0

1' -4

6"

4' -2

10" 1'-4" 10"

3'-0"

EPDM FLASHING OVER

STAINLESS STEEL DRIP

EDGE

BRICK VENEER BOTH

SIDES OVER AIR SPACE,

MOISTURE BARRIER & 8"

CONCRETE CORE

VENT

WEEP

SIGN, SEE SIGNAGE

SCHEDULE

CAST STONE SILL

(2) #5 HORIZONTAL, (3) #5

AT 9' SIGNS

(2) #4 HORIZONTAL

#5 VERICAL AT 16", LAP 2'-0"

ANCHOR BOLTS AS

REQUIRED BY SIGN

SUPPLIER

CONCRETE FOUNDATION

#4 DOWELS

AT 16"

(5) #4 HORIZONTAL

#4 VERICAL AT 16"

#5 AT 16" VERT,

DRILL AND EPOXY

INTO EXISTING W/

8" EMBEDMENT

C

O U

R

SE

S

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

F9 SIGN SECTION

0 1' 2' 3'

2'-4"

1' -0

4'

-0

1' -4

1"

6" 4'

-2

CONCRETE FOUNDATION

ANCHOR BOLTS AS

REQUIRED BY SIGN

SUPPLIER

3'-0" AT 9' SIGNS

#4 DOWELS

AT 16"

(5) #4 HORIZONTAL

#4 VERICAL AT 16"

CONCRETE FOOTING

SIGN, SEE SIGNAGE

SCHEDULE

ALTERNATE BID DEDUCT #1:

USE CIP CONCRETE BASE IN

LIEU OF BRICK

SCALE: 3/8'' = 1' - 0''

D9 SITE IDENTITY SIGN ELEVATION

0 2' 4' 6'

4' -0

1'

-4

3/

8" 4'

-2

9" 12'-6" 9"

F5

AS100B

SIGN - SEE SIGNAGE

SCHEDULE

CAST STONE SILL

BRICK VENEER

FOOTING & FOUNDATION

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

F7 BUILDING ID SIGN SECTION

0 1' 2' 3'

B9

AS100B

2'-6"

7' -2

1'-4"

0" T

O

EXISTING CONCRETE

FOOTING

#5 AT 16" VERT,

DRILL AND EPOXY

INTO EXISTING W/

8" EMBEDMENT

(2) #4 HORIZ

ANCHOR BOLTS AS

REQUIRED BY SIGN

SUPPLIER

BRICK VENEER BOTH

SIDES OVER AIR SPACE,

MOISTURE BARRIER & 8"

CONCRETE CORE

VENT

WEEP

SIGN, SEE SIGNAGE

SCHEDULE

CAST STONE SILL

EPDM FLASHING OVER

STAINLESS STEEL DRIP

EDGE

C

O U

R

SE

S

SCALE: 3/8'' = 1' - 0''

D5 BLDG IDENTITY SIGN ELEVATION

0 2' 4' 6'

4' -0

1'

-4

3/

8" 7'

-0

EXISTING

F7

AS100B

SIGN - SEE SIGNAGE

SCHEDULE

CAST STONE SILL

BRICK VENEER

EXISTING FOOTING &

FOUNDATION

SCALE: 3/8'' = 1' - 0''

D7 BLDG IDENTITY SIGN ELEVATION

0 2' 4' 6'

4' -0

1'

-4

3/

8" 7'

-0

9" 4'-8 1/2" 9"

F5

AS100B

SIGN - SEE SIGNAGE

SCHEDULE

CAST STONE SILL

BRICK VENEER

NEW FOOTING &

FOUNDATION

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

B9 ENLARGED BASE DETAIL

0 6'' 12'' 18''

1' -4

5"

1"

1"

1 1/4"

EPDM FLASHING OVER

STAINLESS STEEL DRIP

EDGE

BRICK VENEER BOTH

SIDES OVER AIR SPACE,

MOISTURE BARRIER & 8"

CONCRETE CORE

VENT

WEEP

SIGN, SEE SIGNAGE

SCHEDULE

CAST STONE SILL

(2) #4 HORIZONTAL

#5 VERICAL AT 16", LAP 2'-0"

ANCHOR BOLTS AS

REQUIRED BY SIGN

SUPPLIER

GROUT SOLID

SS FLASHING

NOT TO SCALE

B3 TYPICAL TRAFFIC SIGN OFFSETS

0 1/2'' 1'' 2''