Attachment 2 - 24 MAY 24 - Material Shed - FINAL BID Docs - DRAWINGS.pdf

SYMBOLS LEGEND

RIGID INSULATION

WOOD ROUGH (CONTINUOUS)

WOOD ROUGH (SPACED)

EARTH

CONCRETE

BLOCK WALL/VENEER

GYPSUM BOARD

PLYWOOD

BATT INSULATION

NEW CONSTRUCTION

EXISTING CONSTRUCTION TO

BE REMOVED

DIMENSION LINE

BREAK LINE

DETAIL INDICATOR

X

X-XX

DETAIL INDICATOR

X

X-XX

X

WALL SECTION

INDICATOR

X

X-XX

X

X-XX

ELEVATION

INDICATOR, EXTERIOR

ELEVATION INDICATOR

CENTER LINE

ELEVATION INDICATOR,

INTERIOR,X-XX

X

X-XX

X

X

X

X

NORTH ARROW

CG

CORNER GUARD

FEC FIRE EXTINGUISHER CABINET

XX KEYNOTE

A GRID LINES

XXX

ROOM

ROOM NAME AND NUMBER

XX

FURNITURE, FIXTURE OR EQUIPMENT,

AND FINISHES INDICATOR

XXX

DOOR OPENING/BORROWED

LIGHT IDENTIFIER

XX DRAWING BLOCK

TITLE, TYPICAL

DRAWING TITLE

XX=XX

XX INTERIOR PARTITION TYPES

NORTH

X

X-XX

BUILDING SECTION

INDICATOR

X

X-XX

DETAIL INDICATOR

X-XX

VICINITY MAP

ITEM I, BASE BID: Work includes general construction, alterations, roads, grading, drainage, and construction and certain other items as fully shown in Full Bid Drawings and Specifications.

INCLUDE Unit Price to replace unsuitable soils with Rock as described in Section 312011 - Earthwork.

ITEM II, BID ALTERNATE NO.1(DEDUCT): Eliminate garage doors and openers in Bay 2 and Bay 3.

ITEM IV, BID ALTERNATE NO.2(DEDUCT): Eliminate Medium voltage power distribution and electrical disconnects on north side of building. Instead, Replace with power from Building 52 existing panels – see Electrical Drawings and Specifications.

ITEM V, BID ALTERNATE NO.3(DEDUCT): Eliminate Concrete Paving. Instead, Replace with Asphalt Paving – see Civil Drawings and Specifications.

BID ITEMS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD

A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

MECHANICAL / ELECTRICAL:

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

CIVIL / STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

C U s e rs \J e s s e

K la n k o w s k i\ D o c u m e n ts \2

V A

T o m a h M

S h e d

C e n tr a l_

A je s s e k U

P W

V E

.r v t

/2

/2

:3

:1

A

M

GI000

COVER SHEET TOMAH VAMC - CONSTRUCT

MATERIAL SHED

500 East Veterans Street, Tomah, WI

05/24/2024 JH / JK JJ

FINAL BID DOCUMENTS SGA #221953

VA #676-233

CONSTRUCT MATERIAL SHED

DEPARTMENT OF VETERANS AFFAIRS

500 EAST VETERANS STREET

TOMAH, WI 54660

05/24/2024 FINAL BID DOCUMENTS

VA PROJECT # 676-233

TOMAH VAMC - CONSTRUCT MATERIAL SHED

ABBREVIATIONS

SYMBOLS

# POUND OR NUMBER

& AND

< ANGLE

<< DOUBLE ANGLE

@ AT

d PENNEY

Ø ROUND OR DIAMETER

A

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

AC ASPHALTIC CONCRETE/AIR CONDITIONER

ACC ACCESSIBLE

ACM ALUMINUM COMPOSITE MATERIAL

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT, ADJOINING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATIVE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECT (URAL)

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS

B

BD BOARD

BEV BEVELED

BFF BELOW FINISH FLOOR

BL BRICK LEDGE

BLDG BUILDING

BLKG BLOCK (ING)

BM BEAM

BO BOTTOM OF

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

C

C CHANNEL/CELSIUS

CAB CABINET

CB CERAMIC BASE

CCW COUNTER CLOCKWISE

CD CONSTRUCTION DOCUMENTS

ABBREVIATIONS

CEM CEMENT

CF CUBIC FEET OR FOOT

CG CORNER GUARD

CH CHANNEL

CIPC CAST-IN-PLACE CONCRETE

CJ CONTROL/CONSTRUCTION JOINT

CL CENTER LINE

CLKG CAULKING

CLO CLEAR, CLEARANCE

CMU CONCRETE MASONRY UNIT

CO CHANGE ORDER/CLEANOUT

COL COLUMN

COMB COMBINATION

COMP COMPOSITE/COMPOSITION

CONC CONCRETE

CONN CONNECT (ION)

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACT (OR)

COORD COORDINATE

CORR CORRUGATED/CORRIDOR

CPPT CARPET TILE

CPT CARPET

CSMT CASEMENT

CT CERAMIC TILE

CTB CARPET TILE BASE

CTR CENTER

D

D DEPTH

DBL DOUBLE

DEMO DEMOLITION, DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING (S)

DWR DRAWER

DWTR DUMBWAITER

E

(E) EXISTING

E EAST

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELVE ELEVATOR

EMER EMERGENCY

ENGR ENGINEER

ENL ENLARGED

ABBREVIATIONS

EOP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE TERPOLYMER

MEMBRANE

EPS EXPANDED POLYSTYRENE BOARD

EPT EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

ETC ETCETERA

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXC EXCAVATE/EXCAVATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION/EXPOSED

EXT EXTERIOR

F

FA FIRE ALARM

FAB FABRICATE/FABRICATION

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FIN FINISH (ED)

FLR FLOOR (ING)

FLUOR FLUORESCENT

FO FACE OF

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FR FIRE RESISTANT/FRAME

FRMG FRAMING

FRP FIBERGLASS REINFORCED PANEL

FS FLOOR SINK

FT FOOR, FEET/FIRE TREATED

FTG FOOTING

FURN FURNISH

FUT FUTURE

G

GA GAGE, GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GI GALVANIZED IRON

GL GLASS

GLU LAM GLUE LAMINATED (BEAM)

GWB GYPSUM WALL BOARD

GYP BD GYPSUM

H

HB HOSE BIB

ABBREVIATIONS

HC HANDICAP / HOLLOW CORE

HD HEAVY DUTY

HDBD HARDBOARD

HDR HEADER

HM HOLLOW METAL

HORZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING, VENTILATION, AIRCONDITIONING

I

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER/DIMENSION

IFC INTERNATIONAL FIRE CODE

IN INCH (ES)

INCL INCLUDE (D), INCLUDING

INFO INFORMATION

INSP INSPECTION

INSTR INSTRUCTION (S)

INSUL INSULATE (D), INSULATION

INT INTERIOR

J

JAN JANITOR

JST JOIST

JT JOINT

K

KCJ KEYED CONSTRUCTION JOINT

KO KNOCK OUT

L

L LENGHT / ANGLE

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LB POUND

LF LINEAR FEET

LH LEFT HAND

LKR LOCKER

LOC LOCATION

LONG LONGITUDINAL

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURE (R)

MIN MINIMUM

MISC MISCELLANEOUS

MNTG MOUNTING

ABBREVIATIONS

MO MASONRY OPENING

MR MIRROR

MTL METAL

N

(N) NEW

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED / CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED / OWNER INSTALLED

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

OZ OUNCE

P

PAR PARALLEL

PCF POUNDS PER CUBIC FOOT

PED PEDISTAL

PERF PERFORATED

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PLMG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PR PAIR / PROPOSAL REQUEST

PRCST PRECAST

PREFAB PREFABRICATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT / PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTICAL

PVC POLYVINYL CHOLORIDE

Q

QT QUARRY TILE

R

R RADIUS / RISER

RB RUBBER BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR

REC RECESSED

ABBREVIATIONS

REF REFERENCE / REFRIGERATOR

REINF REINFORC (D), (ING), (MENT)

REQ REQUIRE

REQD REQUIRED

RES RESILIENT FLOORING

RET RETURN

REV REVISION (S), REVISED

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RL RIDGE LINE

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RVS REVERSE (SIDE)

RWL RAIN WATER LEADER

S

S SOUTH

SB SPLASH BACK

SC SOLID CORE

SCHED SCHEDULE

SCR SHOWER CURTAIN ROD

SCT SECTION

SD SOAP DISPENSER

SF SQUARE FOOT

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLDG SLIDING

SLNT SEALANT

SND SANITARY NAPKIN DISPENSER

SNX SANIARY NAPKIN DISPOSAL

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

SQ SQUARE

SSM SOLID SURFACE MATERIAL

SST STAINLESS STEEL

ST STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SW SHEARWALL

SYM SYMMETRICAL

T

T TREAD

T&B TOP & BOTTOM

T&G TOUNGE AND GROOVE

TB TOWEL BAR

TBD TO BE DETERMINED

TEMP TEMPORARY / TEMPERED

TER TERRAZZO

TFE TOP FOOTING ELEVATION

ABBREVIATIONS

THD THREAD (ED) (S)

THK THICKNESS

THRU THROUGH

TKBD TACKBOARD

TL TILE

TO TOP OF

TOB TOP OF BEAM

TOC TOP O F CONCRETE/CURB

TOD TOP OF DECK

TOF TOP OF FOOTING (FOUNDATION)

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOP TOP OF PIER

TOS TOP OF SLAB/STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPO THERMOPLASTIC POLYOLEFIN

TPTN TOILET PARTITION

TRANS TRANSVERSE

TS TUBE STEEL

TYP TYPICAL

U

UG UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

V

V SHEAR

VAR VARIES

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VR VAPOR RETARDER

VWC VINYL WALL COVERING

W

W WEST/WIDTH

W/ WITH

W//O WITHOUT

WA WEDGE ACHOR

WB WOOD BASE

WC WATER CLOSET

WD WOOD/WOODWORK

WDW WINDOW

WF (W) WIDE FLANGE

WG WALL GUARD

WH WATER HEATER

WI WROUGHT IRON

WL WIND LOAD

WP WATERPROOF (ING)

WR WATER RESISTANT

WSCT WAINSCOT

WT WEIGHT / WINDOW TREATMENT

WWF WELDED WIRE FABRIC

SHEET INDEX

01 - GENERAL

GI000 COVER SHEET

GI001 ACCESSIBILITY DETAILS

GI002 1ST LEVEL LIFE SAFETY PLAN

GI003 ARCHITECTURAL SITE PLAN

02 - CIVIL

CJ101 NOTES & LEGEND

CD101 EXISTING CONDITIONS & DEMOLITION PLAN

CS101 SITE LAYOUT & PAVING PLAN

CG101 GRADING PLAN

CG102 EROSION CONTROL PLAN

CK101 CIVIL DETAILS

04 - STRUCTURAL

SJ101 GENERAL NOTES AND SPECIFICATIONS

SF101 FOUNDATION PLAN

SF102 FRAMING PLAN

SK101 FOUNDATION DETAILS

SK102 TYPICAL FRAMING DETAILS

06 - ARCHITECTURE

AE101 1ST LEVEL PLAN AND ROOF PLAN

AE201 ELEVATIONS

AE301 BUILDING SECTIONS

AE310 WALL SECTIONS

AE311 WALL SECTIONS

AE501 SCHEDULES AND DETAILS

AE502 DETAILS

11 - ELECTRICAL

E000 ELECTRICAL TITLE SHEET

E100 ELECTRICAL SITE PLAN

E101 ELECTRICAL PLAN

E300 ELECTRICAL MEDIUM VOLTAGE ONE LINE

E500 ELECTRICAL DETAILS

E600 ELECTRICAL SCHEDULES

TOTAL SHEET COUNT: 28

Revision# Description Date:

Figure 302.2 Carpet Pile Height

Figure 303.2 Vertical Change in Level

1/ 2" m ax

1/ 4" m ax

Figure 302.3 Elongated Openings in Floor or

Ground Surfaces d ir ec ti o n o f tr av el lo n g d im d o m in an t p er p in d ic u la r to

1/2" max dominant direction of travel

Figure 303.3 Beveled Change in Level

1/

1/

1/

1/

Figure 304.3.1.2 Circular Turning Space - Existing

Buildings Size and Overlap

Figure 304.3.1.1 Circular Turning Space - New Buildings Size and Overlap m ax

Overlap of knee and toe clearnce Overlap of knee and toe clearnce

6.

2.

m ax

P er ø 5'-7" min ø 5'-0" min

Figure 304.3.2.2 T-Shaped Turning Space New Buildings - Size and Overlap ar m ar m base

Figure 304.3.2.1(A) T-Shaped Turning Space New Buildings - Option 1 ar m ar m base

68" min min

16" min

36" min

16" m in m in36 m in

Figure 304.3.2.1(B) T-Shaped Turning Space New Buildings - Option 2 ar m ar m base

64" min min

11" min

42" min

11" m in m in m in

Figure 304.3.2.1(C) T-Shaped Turning Space New Buildings - Option 3 ar m ar m base

64" min min

12" min

40" min

12" m in m in m in

60" min min

12" min

36" min

12" m in36 m in m in

Figure 305.3.2 Clear Floor or Ground

Space- Existing Buildings

Figure 305.5 Position of Clear Floor or Ground Space

Figure 305.7.1 Maneuvering Clearance in an

Alcove, Forward Approach

Figure 305.7.2 Maneuvering Clearance in an

Alcove, Parallel Approach

(a) forward

(b) parallel

Figure 305.3.1 Clear Floor or Ground Space- New Buildings

52" min m in

48" min m in

30" min m in

48" min m in

36" min

X

4"

60" min

X

5"

Figure 306.2 Toe Clearance

Figure 306.3 Knee Clearance

(b) plan

(a) elevation

9"

6" max m in

17"- 25"

(b) plan

(a) elevation m in

25" max

11" min

8" min m in

Figure 307.2 Limits of Protruding Objects

4" max

X

7"

X

0"

Figure 307.3 Post-Mounted Protruding Objects

(b)(a)

0"

12" max 12" max m ax X > 12"

X > 12" m in

Figure 307.4 Vertical Clearance

M ax

X

Figure 308.3.1 Unobstructed Side Reach

Figure 308.3.2 Unobstructed High Side Reach

Figure 308.2.2 Obstructed High Forward Reach

Figure 308.2.1 Unobstructed

Forward Reach

(a) (b)

(b)(a) m in m ax m ax

20" max m ax

20"- 25" max

10" max m in m ax

10" max 10" - 24" max m ax m ax m ax m ax

B U

IL

D

IN

G

B L

O C

K S

Figure 404.2.4.3 Maneuvering Clearance at Recessed Doors and Gates

Figure 404.2.4.2 Maneuvering Clearance at Sliding and Folding Doors

Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates

Figure 404.2.3 Clear Width of Doorways

Figure 404.2.6 Doors in Series and Gates in Series

(e) hinge approach, pull side

(j) latch approach, push side

(k) latch approach, push side

*48 min if door provided with closer

(i) latch approach, pull side

*54 min if door provided with closer

(h) latch approach, pull side

(f) hinge approach, push side

(g) hinge approach, push side

*if door provided with both closer and latch ** 48 min if both closer and latch provided

(b) front approach, push side

(c) front approach, push side

*if door provided with both closer and latch

(a) front approach, pull side

(a) hinged door

(b) sliding door

(c) folding door

(d) doorways without doors

(a) pull side

(b) push side

(c) push side, door provided with both closer and latch

(a) front approach

(b) side approach

*48 min at front approach

(c) pocket or hinge approach

(d) stop or latch approach

(d) hinge approach, pull side

(a)

(c)

(b)

(d) front approach symbol

90.

32" min

32" min

32" min

36" min

18" min m in m in

*12" min

36" min 60 m in

42" min m in

2" m in

22" min* 12" min m in

24" min

24" min m in m in m in

22" min m in m in

24" min m in

18" min

X >8

X >8 m in m in

12" min

X >8

48" min

48" min

48" min m in

66" min D O

O R

S A

N D

G A

T E

S

Fire Extinguisher Cabinet m ax t o t h e h an d le m ax

Fire Extinguisher m ax t o t h e h an d le m ax

M O

U N

T

IN

G H

E

IG

H T

S

Figure 502.2 Vehicle Parking Spaces

Figure 502.3 Parking Space Access Aisle

Figure 503.3 Passenger Loading Zone Access Aisle

Figure 504.2 Treads and Risers

Figure 504.5 Stair Nosings

Figure 505.4 Handrail Height

Figure 505.5 Handrail

Clearance

Figure 505.6 Horizontal

Projections Below Gripping Surface

Figure 505.7.2 Handrail Non-Circular Cross Section

Figure 505.10.1 Top and Bottom Handrail

Extensions at Ramps

Figure 505.10.2 Top Handrail

Extension at Stairs

Figure 505.10.3 Bottom Handrail

Extension at Stairs

(a) radius of tread edge

(typical for all profiles)

(b) angled riser

(c) curved nosing

(d) beveled nosing

(a) car

(b) van

(a) stairs

(b) ramps

(c) walking surfaces Note: X = tread depth

96" min 132" min

F u ll L en g th o f P ar ki n g

S p ac e

60" min area to be marked

Vehicle Pull-up Space

Full Length of m in curb line area to be marked

7" m ax 4" m in

11" min

1 1/2" max 1 1/2" max radius 1/2" max 30° max

"34

1 1/2" min

1/

2" m in

4" - 6 1/4" perimeter

2 1 /4" m ax 2 1/4" max

12" min 12" min

12" min

XX

G E

N E

R A

L S

IT

E

A N

D B

U

IL

D

IN

G E

L E

M E

N T

S

Figure 703.6.1 Pictogram Field

MEN not in pictogram field

6" M in

Figure 705.1 Size and Spacing of Truncated Domes base diameter of 0.9"-1.4" top diameter of 50%-65% of the base diameter

(a) elevation (enlarged)

(b) plan

.6 5"

M in

1.6" - 2.4"

1.

6"

.4

Figure 707.6.2 Numeric Key Layout

(a) 12-key ascending

(b) 12-key descending

1 2 3

4 5 6

7 8 9

* 0 #

7 8 9

4 5 6

1 2 3

* 0 #

Figure 703.2.5 Height of Raised

Characters

LIBRARY

5/ 8"

0.

2"

Figure 703.3.1 Braille Measurement single braille cell blank cell space between words raised dot no raised dot

Figure 703.3.2 Position of Braille

AREA OF

REFUGE

3/ 8" m in

3/ 8" m in

Figure 703.7.2.1 International Symbol of Accessibility

Figure 703.4.1 Height of Tactile Characters

Above Floor or Ground

Figure 703.4.2 Location of Tactile Signs at Doors

AREA OF

REFUGE

centered on tactile characters

AREA OF

REFUGE

.00

M in

M ax

18" Min

M in di st an ce b et w ee n co rr es po nd in g do ts fr om o ne c el l d ire ct ly b el ow di st an ce b et w ee n do ts in th e sa m e ce ll distance between corresponding dots in adjacent cells distance between dots in the same cell ba se d ia m et er

COMMUNICATION ELEMENTS AND FEATURES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD

A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

MECHANICAL / ELECTRICAL:

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

CIVIL / STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

C U s e rs \J e s s e

K la n k o w s k i\ D o c u m e n ts \2

V A

T o m a h M

S h e d

C e n tr a l_

A je s s e k U

P W

V E

.r v t

/2

/2

:3

:1

A

M

GI001

ACCESSIBILITY DETAILS TOMAH VAMC - CONSTRUCT

MATERIAL SHED

500 East Veterans Street, Tomah, WI

05/24/2024 JH / JK JJ

FINAL BID DOCUMENTS SGA #221953

VA #676-233

CODE EGRESS LEGEND

0.0"

0.0"

OCCUPANTS

REQUIRED WIDTH

PROVIDED WIDTH

OCCUPANT LOAD

A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE

PROCEEDING WITH THE WORK.

B. SMOKE SEALS ON ALL RATED DOORS.

C. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

GENERAL CODE PLAN NOTES:

BUILDING & LIFE SAFETY REQUIREMENTS LEGEND

DESCRIPTION

WALL

RATING

PARTITION KEY

NFPA 101-2021

IBC 2023

OPENINGS

RATING REFERENCE

4 HOUR

180 MIN

180 MIN

180 MIN

NFPA 8.3.3.2.2

IBC 716.1

NFPA 8.3.3.2.2

IBC 716.1

NFPA 8.3.3.2.2

IBC 716.1

3 HOUR

FIRE WALL:

BUILDING SEPARATION

90 MINFIRE BARRIER:

OCCUPANCY/AREA SEPARATION

90 MIN

FIRE BARRIER:

HORIZONTAL EXIT & REFUGE AREA

90 MINNFPA 7.1.3.2

NFPA 8.2.1.3

IBC 716.1

NFPA 8.3.3.2.2

IBC 716.1

NFPA 8.3.3.2.2

2 HOUR

FIRE BARRIER:

VERTICAL EXIT PASSAGEWAY

60 MIN

FIRE BARRIER:

HORIZONTAL EXIT PASSAGEWAY

NFPA 7.2.6

NFPA 8.6

NFPA 8.3.3.2.2

NFPA 8.3.3.2.2

FIRE BARRIER:

VERTICAL EXIT ENCLOSURE/SHAFT

(2 HR = 4 OR MORE STORIES)

(1 HR = LESS THAN 4 STORIES) 60 MIN

90 MINNFPA 8.6

IBC 716.1

NFPA 8.3.3.2.2

IBC 716.1

90 MIN

1 HR

2 HR

SMOKE PARTITIONS

(SPRINKLERED)

HAZARDOUS/INCIDENTAL USE

20 MIN

SMOKE BARRIER

SUBDIVIDING SPACES

20 MIN

SMOKE PARTITION

SUITE SEPARATION

SMOKE PARTITIONS

(SPRINKLERED) CORRIDOR WALLS

NR

NFPA 8.5

IBC 716.1

NFPA 8.4.2

IBC 710.3

NFPA 8.4.2

IBC 407.3

NFPA 8.7.1.2

NFPA 8.3.3.2.2, 19.3.7.8

IBC 716.1

NFPA 8.7.1.2

NFPA 8.3.3.2.2, 8.4

NFPA 8.4.3

1 HOUR

1 HOUR

NR

NR

20 MIN

FIRE BARRIER

45 MINNFPA 8.7.1.1

IBC 716.1

NFPA 8.3.3.2.2, 8.7.1.1

IBC 716.1

1 HOUR

1 HR

2 HR

1 HR

2 HR

NFPA 6.1.14.4.1

IBC 716.1

60 MIN

90 MIN

IBC 716.1 180 MIN (FIRE

DOOR/SHUTTER)

IBC 716.1

IBC 716.1 FIRE

180 MIN

IBC 716.1

IBC 716.1 FIRE

180 MIN

IBC 716.1

IBC 716.1

IBC 716.1

NFPA 8.2.1.3

IBC 716.1

NFPA 8.3.3.2.2

IBC 716.1

FIRE WALL:

BUILDING SEPARATION

FIRE BARRIER:

OCCUPANCY/AREA SEPARATION

FIRE BARRIER:

HORIZONTAL EXIT & REFUGE AREA

FIRE WALL:

BUILDING SEPARATION

FIRE BARRIER:

OCCUPANCY/AREA SEPARATION

FIRE BARRIER:

HORIZONTAL EXIT & REFUGE AREA

DAMPERS

TYPE REFERENCE

NFPA 8.3.4.3, 9.2.1

FIRE

180 MIN

FIRE

180 MIN

FIRE

180 MIN

NFPA 8.3.4.3, 9.2.1

NFPA 8.3.4.3, 9.2.1

NFPA 8.3.4.3, 9.2.1

FIRE

180 MIN

FIRE

180 MIN

FIRE

180 MIN

NFPA 8.3.4.3, 9.2.1

NFPA 8.3.4.3, 9.2.1

FIRE

90 MIN

FIRE

90 MIN

FIRE

90 MIN

NFPA 8.3.4.3, 9.2.1

NFPA 8.3.4.3, 9.2.1

N/A

N/A N/A

SMOKE

90 MIN

NFPA 8.5.5.3

VARIES NFPA 8.4.4

VARIES NFPA 8.4.4, 8.4.6.2

VARIES NFPA 8.4.4, 8.4.6.2

NOT ALLOWED

UNLESS SERVING

STAIR ONLY

N/A

NOT ALLOWED N/A

N/A NFPA 8.6.4

BAY 1

BAY 3

LE

NGTH O

F T

RAVEL:

'-8

3 3

1.6"

34.0"

0.6"

240.0"

0.6"

240.0"

10.41

10.41

BAY 2

50'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD

A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

MECHANICAL / ELECTRICAL:

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

CIVIL / STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

C U s e rs \J e s s e

K la n k o w s k i\ D o c u m e n ts \2

V A

T o m a h M

S h e d

C e n tr a l_

A je s s e k U

P W

V E

.r v t

/2

/2

:3

:1

A

M

GI002

1ST LEVEL LIFE SAFETY PLAN TOMAH VAMC - CONSTRUCT

MATERIAL SHED

500 East Veterans Street, Tomah, WI

05/24/2024 JH / JK JJ

FINAL BID DOCUMENTS SGA #221953

VA #676-233

SGA KEYNOTES

KEY VALUE KEYNOTE TEXT

10.41 SURFACE MOUNTED F.E.C.

1/8" = 1'-0" F2

1ST LEVEL LIFE SAFETY PLAN

HORIZONTAL BUILDING SEPARATION

ALLOWANCE

No Rquirement 510.2 FOR

REQUIREMENTS

INCIDENTAL USES SEPARATION IF REQUIRED No Rquirement TABLE 509

SEPARATION OF OCCUPANCIES IF REQUIRED U = No Seperation Required TABLE 508.4

ALLOWABLE AREA U = 5,500 s.f. = 4,800 s.f. TABLE 506.2

SPRINKLER SYSTEM None None

ALLOWABLE NUMBER OF STORIES ABOVE... U = 1 story 1 Story TABLE 504.4

ALLOWABLE BUILDING HEIGHT IN FEET

ABOVE GRADE

40'-0" 34'-3" TABLE 504.3

BUILDING CONSTRUCTION TYPE V-B

ADDRESS IDENTIFICATION ON STREET SIDE, AT MAIN DOOR. 501.2

BUILDING HEIGHTS & AREAS NO SPRINKLER SYSTEM INSTALLED IBC CHAPTER 5

SPECIALTY OCCUPANCY REQUIREMENTS (PARKING GARAGE INFORMATION?) IBC CHAPTER 4

U

OCCUPANCY GROUP IBC CHAPTER 3

BUILDING CLASSIFICATION

HEIGHT 40'-0" 34'-3"

LOT FRONTAGE 900'-0" SEE CIVIL

STREET SIDE YARD 60'-0" SEE CIVIL

SIDE 45'-0" TOTAL (MIN 12'-0" ONE SIDE) SEE CIVIL

REAR 30'-0" SEE CIVIL

FRONT 60'-0" SEE CIVIL

SETBACKS REQ

ZONING

CHAPTER

NUMBER OF VAN ACCESSIBLE STALLS

REQUIRED

NUMBER OF ACCESSIBLE STALLS REQUIRED 0

NUMBER OF STALLS REQUIRED 0

PARKING REQ:

ZONING

CHAPTER

IBC REQUIRED/AHJ/ALLOWED ACTUAL PROVIDED 1/3

PERMIT REQ'D Y/N: YES

ZONE: I - INSTITUTIONAL DISTRICT

AHJ: VETERANS AFFAIRS

* STATE AND LOCAL ORDINANCES AS APPLY

* AMERICANS WITH DISABILITIES ACT (ADA) 2010

* AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI 117.1) 2003

* UNIFORM PLUMBING CODE 2009

* NFPA 13-R (Exeption 8.14.1.2)

* NATIONAL ELECTRICAL CODE (NEC) 2015

* INTERNATIONAL FIRE CODE 2006

* INTERNATIONAL FUEL GAS CODE 2006

* INTERNATIONAL MECHANICAL CODE 2009

APPLICABLE CODES: * INTERNATIONAL BUILDING CODE (IBC) 2015

SITE AREA: MULTI BUILDING SITE

SITE ADDRESS: 500 EAST VETERANS STREET, TOMAH, WI TOMAH, WI

PARCEL NO: GOV'T LOT 1 SEC. 20-99-36 VETERANS...

TOMAH VETERANS AFFAIRS MEDICAL CENTER - MATERIALS SHED

VA PROJECT NO: 676-233 ; SGA PROJECT NO: 221953

CODE REVIEW

CARBON MONOXIDE DETECTORS NO

1ST FLR 2 FEC 2

NUMBER OF FEC REQUIRED PER FLR

MAX TRAVEL DISTANCE TO FEC 75 FEET >75 FEET TABLE 906.3(1)

MAXIMUM FLOOR AREA FOR

EXTINGUISHER

11,250 SQ FT >11,250 SQ FT

MAXIMUM FLOOR AREA PER UNIT OF

CLASS A

3,000 SQ FT >3,000 SQ FT

MINIMUM RATED SINGLE EXITNGUISHER EXT TYPE = 2A 2A NFPA 10

FIRE EXTINGUISHER REQUIREMENTS

FIRE DEPARTMENT ACCESS WITHIN 300 FT OF ALL PORTIONS OF THE FIRST

FLOOR OF THE BUILDING

AUTOMATIC SPRINKLER SYSTEM N/A N/A TABLE 903.2

FIRE PROTECTION SYSTEMS REVIEW INTERNATIONAL FIRE CODE (IFC) IBC CHAPTER 9

INTERIOR FINISHES IBC CHAPTER 8

DRAFT STOPS IN ATTIC 718.4.3

DRAFT STOPS IN FLOORS NO ( MAX AREA IN FLOOR/CEILING IS ABOVE EACH

ROOM SEPERATION WALL)(TRUSS SPACE FILLED...

718.3.3

FIRE WALL 706.1 MOST RESTRICTIVE OCCUPANCY SHALL

GOVERN IF FIRE WALLS ARE REQUIRED

706.1

MAXIMUM AREA OF EXTERIOR WALL

OPENINGS

UNLIMITED (EXCEEDS 30'-0") TABLE 705.8

FIRE WALLS REQUIRED (Y/N) NO NO SECTION 706

TABLE 705.8

BUILDINGS ON THE SAME LOT (Y/N) SECTION 705.3

30 FEET OR GREATER 20 FEET TABLE 705.2

GREATER THAN 3 FEET TO LESS THAN

30 FEET

24 INCHES PLUS 8 INCHES FOR EVERY FOOT OF

FSD BEYOND 3 FEET OR FRACTION THEREOF

TABLE 705.2

GREATER THAN 2 FEET TO 3 FEET 24 INCHES TABLE 705.2

O FEET TO 2 FEET PROJECTIONS NOT PERMITTED PROJECTIONS FROM WALLS OF TYPE I OR TYPE II

CONSTRUCTION SHALL BE OF NONCOMBUSTIBLE

MATERIALS OR COMBUSTIBLE MATERIALS AS

ALLOWED BY SECTIONS 1406.3 & 1406.4

TABLE 705.2

EXTERIOR PROJECTIONS None TABLE 705.2

SYSTEM IN PLACE None

FIRE & SMOKE PROTECTION IBC CHAPTER 7

DOORS 0

SHAFT WALL 0

ELEVATOR 0

STAIRS 0

ROOF CONSTRUCTION 0

FLOOR CONSTRUCTION 0

NON BEARING WALLS AND PARTITIONS -

INTERIOR

TABLE 601

NONBEARING WALLS AND PARTITIONS -

EXTERIOR

TABLE 602

INTERIOR 0 TABLE 601

EXTERIOR 0 TABLE 601

BEARING WALLS 0

PRIMARY STRUCTURE 0 TABLE 601

CONSTRUCTION TYPE: V-B IBC CHAPTER 6

IBC REQUIRED/AHJ/ALLOWED ACTUAL PROVIDED 2/3

See Chapter 6 for Rated assemblies

UL-RATED SYSTEMS AND DESIGN

NUMBER SEE WALL TYPE LEGEND / BUILDING SECTIONS

SOUND TRANSMISSION STC RATING OF AL LEAST 50 BETWEEN ADJACENT

DWELLING UNITS AND BETWEEN DWELLING UNITS

AND ADJACENT PUBLIC SPACES.

SECTION 1207

LABELING FIRE WALLS LABEL ALL FIRE WALLS ABOVE ALL ACT CEILINGS. SECTION 703.7

MISCELLANEOUS INFORMATION

SPECIALTY REQUIREMENTS NONE

REQUIRED? NO

ELEVATORS & CONVEYING SYSTEMS CHAPTER 30

SERVICE SINK N/A N/A TABLE 2902.1

DRINKING FOUNTAINS N/A N/A TABLE 2902.1

LAVATORIES - MALE N/A N/A TABLE 2902.1

WATER CLOSETS N/A N/A TABLE 2902.1

OCCUPANCY #

MINIMUM NUMBER OF REQUIRED

PLUMBING FIXTURES

REQUIRED TYPE OF FIXTURES PROVIDED TYPE OF FIXTURE TABLE 2902.1

PLUMBING SYSTEMS CHAPTER 29

SPECIAL OCCUPANCIES NONE SECTION 1108

ACCESSIBLE PARKING SPACES 0 0 TABLE 1106.1

ACCESSIBLE ENTRANCES MINIMUM 60% 1 /1 ENTRANCES ARE ACCESSIBLE SECTION 1105

ACCESSIBLE ROUTE AT LEAST ONE ACCESSIBLE ROUTE. DOOR 100A SECTION 1104

REQUIREMENTS APPLICABLE EXCEPTIONS? NONE SECTION 1103

ACCESSIBILITY 68 UNITS CHAPTER 11

DEAD END CORRIDOR LENGTH 20'-0" SEE CODE PLANS 1020.4

MAX COMMON PATH OF TRAVEL 75'-0" SEE CODE PLANS TABLE...

ALLOWABLE EXIT ACCESS TRAVEL

DISTANCE

U = 300' 64'-8" TABLE 1017.2

AREA OF REFUGE REQUIRED NO N/a SECTION 1009

MEANS OF EGRESS ILLUMINATION

REQUIRED?

YES SEE SECTION

MINIMUM NUMBER OF EXITS OR ACCESS

TO EXITS PER STORY

1 1 TABLE 1006.3.1

SPECIAL EXCEPTIONS NONE 1006.2

ONE EXIT REQUIRED? 1 EXIT REQUIRED 1 TABLE 1006.2.1

NUMBER OF EXITS & EXIT ACCESS

DOORWAYS REQUIRED

2 (IN AREAS WITH MORE THAN 50 OCC.) n/a SECTION 1006

MINIMUM CORRIDOR WIDTH 44" n/a TABLE 1020.2

DOOR SWINGS ≥ 50 OCCUPANT = SWING IN DIRECTION OF

TRAVEL

DOORS (multiply by 0.2 inches/occupant) SEE CODE PLANS 1005.7.1

STAIRWAYS (multiply by 0.3 inches/occupant - sprinkled throughout)

SEE CODE PLANS 1005.3.1

MEANS OF EGRESS SIZING

Warehouse 500 gross See code plans

Accessory Storage Area 300 gross See code plans

LIST TYPE LIST FACTOR TOTAL OCCUPANTS TABLE 1004.1.2

OCCUPANCY LOAD - FUNCTION OF SPACE

(LIST BELOW)

OCCUPANT LOAD FACTOR

MEANS OF EGRESS IBC CHAPTER 10

IBC REQUIRED/AHJ/ALLOWED ACTUAL PROVIDED 3/3

A. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

B. SEE MECHANICAL AND ELECTRICAL PLANS FOR LOCATIONS OF HOSE BIBS AND EXTERIOR

OUTLETS.

C. VERIFY WITH CIVIL FOR ADDITIONAL INFORMATION, PROPERTY LINES, EASEMENTS, AND BUILDING

LOCATION.

D. CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS

RELATING TO THE NATURE AND SCOPE OF WORK.

E. CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS

GOVERNING THE WORK AND MATERIALS SUPPLIED.

F. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTER, TRAILS, TREES, LAWNS AND SITE

ELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NO

ADDITIONAL COST TO THE OWNER.

G. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE

UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS

(MINIMUM 10 FT CLEARANCE).

H. CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION

WITH OTHER CONTRACTORS WORKING ON SITE.

J. UNDERGROUND UTILITIES SHALL BE INSTALLED SO THAT TRENCHESS SO NOT CUT THROUGH ROOT

SYSTEMS OF EXISTING TREES TO REMAIN.

GENERAL SITE PLAN NOTES:

1S T

S T

R E

E T

1S T

S T

R E

E T

PROPOSED MATERIAL SHED

FFE = 953.00

26'-0"

SAND VOLLYBALL COURT

1.10

1.14

1.12

1.15

1.14

1.13

1.12

1.12

1.11

1.11

1.11

1.11

1.11

1.15

1.14

1.15

1.14

1.15

1.15

1.18

1.10

1.14

1.16

1.17

1.141.13

'-1

32.03

3.52

3.01B

3.10G

3.52

3.52

3.523.523.52

3.10

32.03 32.03 32.03

1.02

1.04

1.04

26'-0"

1.10

EXISTINGGAZEBO

F9

AE502

32.13

32.16

32.13

32.1432.13

B7

GI003

1.02

1.03

1.04

1.02

32.04

5.46

3.55

MF

RR

TW

MF

RR

TW

LB

MF

LB

MF

LB

GRASS

AREA

GRASS

AREA

GRASS

AREA

32.1432.13 32.14

32.15

32.16

32.14

32.14

32.15

32.14

GI003

C5

1ST LEVEL

100'-0"

8' -0

26'-0"

3.55

/F1 GI003

4' -0

4'

-0

5.46

3.22

3.55A

1ST LEVEL

100'-0"

F5

GI003

4' -0

2'

-0

2' -0

8' -0

1'-0" 20'-0" 1'-0"

22'-0"

3.55

/F1 GI003

4' -0

4'

-0

10'-5" TYP.

5.46

3.55A

3.55C

3.55B

3.55A

5.46

3.22 3.22

1ST LEVEL

100'-0"

1'-0" 9'-0" 16'-0"

26'-0"

2' -0

2'

-0

4' -0

8' -0

3.55

/D5 GI003

3" / 1'-0"

3.55A3.55C

3.55B

3.22

GI003

F7

.0

4°

5.46

1ST LEVEL

100'-0"

32.10B

32.10M

32.10C

32.10A

32.10D

32.10E

32.10F

32.10G 32.10H

32.10J 32.10K

32.10L

/F1 GI003

3.55A

5.46

3.22

5.09

/F5 GI003

GI003

E5

GI003

D5

F5

GI003

'-0

26'-0"

/F1 GI003

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD

A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

MECHANICAL / ELECTRICAL:

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

CIVIL / STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

C U s e rs \J e s s e

K la n k o w s k i\ D o c u m e n ts \2

V A

T o m a h M

S h e d

C e n tr a l_

A je s s e k U

P W

V E

.r v t

/2

/2

:3

:1

A

M

GI003

ARCHITECTURAL SITE PLAN TOMAH VAMC - CONSTRUCT

MATERIAL SHED

500 East Veterans Street, Tomah, WI

05/24/2024 JH / JK JJ

FINAL BID DOCUMENTS SGA #221953

VA #676-233

KEYNOTES_SGA

Key Value Keynote Text

1.02 RIP RAP APRON SEE CIVIL.

1.03 BIO-SWALE SEE CIVIL.

1.04 CURB AND GUTTER SEE CIVIL.

1.10 EXISTING ELECTRIC LINE - SEE CIVIL

1.11 EXISTING FIBEROPTIC LINE - SEE CIVIL

1.12 EXISTING GAS LINE - SEE CIVIL

1.13 EXISTING SANITARY LINE - SEE CIVIL

1.14 EXISTING TELEPHONE LINE - SEE CIVIL

1.15 EXISTING WATER LINE - SEE CIVIL

1.16 EXISTING 8" CIP CONC - SEE CIVIL

1.17 EXISTING EYE WASH STATION ON 4"X6" POST - SEE CIVIL

1.18 EXISTING LIFT STATION - SEE CIVIL

3.01B CONCRETE STOOP - SEE STRUCT.

3.10 CONCRETE SLAB

3.10G 8" CONCRETE SLAB

3.22 HEAVY DUTY BOLT-ON HINGE SET IN CONCRETE RAMP WALL

3.52 CONCRETE SPLASH BLOCK

3.55 CONCRETE RAMP

3.55A CONCRETE RAMP 8'-0" SIDE WALL

3.55B TOP OF CONCRETE RAMP PLATFORM

3.55C CONCRETE RAMP 2'-0" FRONT BUMPER WALL

5.09 ANCHOR BOLTS - SEE STRUCT.

5.46 METAL PIPE SAFTY GATE

32.03 6" STEEL BOLLARD WITH CONCRETE CAP - SEE CIVIL

32.04 EXTERIOR BUILDING SIGN

32.10A PRUNE TREES AS NEEDED - METHODS VARY DEPENDING ON SPECIES AND TIME OF SEASON.

32.10B TW0-PLY REINFORCED RUBBER HOSE, POSITIONED DIRECTLY ABOUVE TREE BRANCH.

32.10C (3) - 2x2 HARDWOOD STAKES PLACED 120 DEGREES APART. STAKES TO EXTEND 18" BELOW

TREE PIT IN UNDISTURBED SOIL AND 5'-0" ABOVE GRADE.

32.10D WRAP TREE.

32.10E EACH TREE MUST BE PLANTED SUCH THAT THE FRUNK FLARE IS VISIBLE AT THE TOP OF THE

ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT

COVER THE TOP OF THE ROOT BALL WITH SOIL.

32.10F REMOVE BURLAP, TWINE AND WIRE CAGE FROM TOP 1/3 OF ROOT BALL - SCORE REMAINING

2/3 OF BURLAP ONCE TREE IS IN PLACE AND REMAINING WIRE TO BOTTOM OF HOLE.

32.10G INSTALL 1 SLOW RELEASE FERTILIZER PACKET PER 1" CALIPER OF TREE OR PER

MANUFACTURER'S SPECIFICATIONS, ADJACENT TO ROOT BALL.

32.10H MULCH OVER SOIL RING - DO NOT BUILD UP MULCH ONTO TRUNK OF TREE.

32.10J DIG HOLE 2X WIDER THAN DIA. OF ROOT BALL.

32.10K BACK FILL WITH SPECIFIED SOIL - AVOID AIR POCKETS (SEE SPECS).

32.10L EXISTING SUBGRADE.

32.10M 12 GAUGE GALVANIZED DOUBLE STRAND TWISTED WIRE.

32.13 SERVICE BERRY TREE - MIN 4" DIAMETER TRUNK

32.14 RED ELM TREE - MIN 4" DIAMETER TRUNK

32.15 JAPANESE LILAC TREE - MIN 4" DIAMETER TRUNK

32.16 SUGAR MAPLE TREE - MIN 4" DIAMETER TRUNK

NORTH

1" = 20'-0" F1

SITE PLAN

1/8" = 1'-0" E5

ELEVATION - LOADING RAMP SIDE VIEW

1/8" = 1'-0" D5

ELEVATION - LOADING RAMP FRONT

1/8" = 1'-0" F5

SECTION - LOADING RAMP

1/8" = 1'-0" B7

DECIDUOUS TREE PLANTING DETAIL

SHRUBS AND TREE SCHEDULE

TAG QTY COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS

9 <varies> <varies> MIN 4" DIA TREE TRUNK CONT. VERIFY SPACING

RAT 1 RED ASH TREE FRAXINUS PENNSYLVANICA MIN 4" DIA TREE TRUNK CONT. VERIFY SPACING

SBT 3 SERVICEBERRY TREE AMELANCHIER ARBOREA MIN 4" DIA TREE TRUNK CONT. VERIFY SPACING

SMT 1 SUGAR MAPLE TREE ACER SACCHARUM MIN 4" DIA TREE TRUNK CONT. VERIFY SPACING

PERENNIALS & ORNAMENTAL GRASSES SCHEDULE

TAG QTY COMMON NAME. BOTANICAL NAME. SIZE. ROOT. ADD'L REMARKS

CPM CONEFLOWER ECHINASEA PURPUREA "MAGNUS" 4.5" CONT. 18" SPACING

GRASS

AREA

KENTUCKY BLUEGRASS BLEND BROWN TOPSOIL 4" DEEP, 5.5

CU.FT.

CONT. BLEND

LB LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 1 POUND CONT. 24" SPACING

MF MEADOW FOXTAIL ALOPECURUS PRATENSIS 5.5 INCH SQ. CONT. 24" SPACING

RR RUGOSA ROSE ROSA RUGOSA 4.5" CONT. 18" SPACING

TW TALL WHEAT GRASS AGROPYRON ELONGATUM 1 POUND CONT. 18" SPACING

1 1/2" = 1'-0" F7

SEC DETAIL - HEAVY DUTY BOLT-ON HINGE IN

CONC WALL TYP

1/8" = 1'-0" C5

ENLARGED PLAN - RAMP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

TOMAH VA MEDICAL CENTER

MATERIAL STORAGE

TOMAH VA MEDICAL CENTER

Revision# Description Date:

FINAL BID DOCUMENTS SGA #221953

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d o ne h al f i nc he s = o ne fo ot 6" th re e in ch es o ne fo ot

6"

MECHANICAL / ELECTRICAL:

VA #676-233

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

SITE

RJJ SDS

RAILROAD SPIKE, FOUND

SURVEY BOUNDARY

HANDHOLE

POWER POLE

STORM MANHOLE

HYDRANT

WATER VALVE

GAS VALVE

STORM INLET

LIGHT POLE

SIGN

STORM DOUBLE INLET

SPOT ELEVATION

MEASURED DIMENSION

L E G E N D

RECORDED DIMENSION

R.O.W. MARKER, FOUND

ELECTRIC PEDESTAL/TRANSFORMER

TELEPHONE PEDESTAL

TELEPHONE POLE

SOIL BORING HOLE

FLARED END SECTION

SECTION LINE

EASEMENT LINE

CHAIN LINK FENCE

OVERHEAD ELECTRIC

GAS LINE

UNDERGROUND ELECTRIC

GUARD RAIL

SANITARY/STORM CLEANOUT

TELEPHONE LINE

R.O.W. LINE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

UTILITY MANHOLE

LIGHT JUNCTION BOX

CONIFER TREE

DECIDUOUS TREE

TREE STUMP

BUSH/SHRUB

VAPOR LIGHT

CONTROL POINT

UNKNOWN MANHOLE

WELL

GUY WIRE

FLAGPOLE

POST/BOLLARD

TREE LINE

HISTORICAL LINE - AS NOTED

PROPERTY LINE

DOWNSPOUT

BENCHMARK

ELECTRIC METER

WATER METER

FORCE MAIN

SANITARY SEWER

STORM SEWER

PIPE UNDERDRAIN

WATER LINE

SETBACK LINE

UTILITY LINE

GUY POLE

GRADE LABEL

POWER POLE W/ LIGHT

POWER POLE W/ METER

DRAINAGE SLOPE

LINE CONTINUATION

CONTOUR

CENTERLINE

SANITARY MANHOLE

FLOOD PLAIN

FLOODWAY

PROPOSED EXISTING

SILT FENCE

CONCRETE MONUMENT, FOUND

CONSTRUCTION LIMITS

PIPE, FOUND

STORM INLET

SPRINKLER BOX

WATER SERVICE

EDGE OF WATER LINE/DITCH FLOWLINE

PCC PAVEMENT

PAVEMENT REMOVAL

HMA PAVEMENT

NOTES & LEGEND

CJ101

GENERAL NOTES

1. ALL IMPROVEMENTS SHOWN ON THESE ENGINEERING PLANS SHALL

COMPLY WITH THE CITY OF TOMAH DESIGN AND SPECIFICATIONS,

LATEST EDITION, AND THE STANDARDS OF THE WISCONSIN

DEPARTMENT OF NATURAL RESOURCES, LATEST EDITION.

2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN

PLOTTED FROM AVAILABLE SURVEYS, RECORDS, AND FIELD

INVESTIGATION. THEIR LOCATIONS MUST BE CONSIDERED

APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE

EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR SHOWN. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR

EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO.

3. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL

BE PROPERLY DISPOSED OF OFF-SITE UNLESS NOTED.

4. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT

THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR REPAIRING ANY DAMAGE.

5. PORTLAND CEMENT CONCRETE. CONCRETE SHALL HAVE THE

FOLLOWING PROPERTIES. COMPRESSING STRENGTH SHALL BE

4000PSI IN 28 DAYS, AIR ENTRAINMENT SHALL BE BETWEEN 5 % AND

8% AND SLUMP SHALL BE 4 INCHES OR LESS ALL AS MEASURED BY

THE APPROPRIATE ASTM METHODS. REINFORCING STEEL SHALL BE

ASTM CERTIFIED 60KSI TENSILE STRENGTH. REINFORCING STEEL

SHALL BE #4 SIZE UNLESS OTHERWISE SPECIFIED. HANDRAILS,

BOLLARDS, AND OTHER APPURTENANCES SHALL BE INSTALLED PER

PLAN AND MEET JURISDICTIONAL REQUIREMENTS.

6. CLEANUP AND FINAL INSPECTION. WORK BROKEN OR DAMAGED BY

CONTRACTOR ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE

CONTRACTOR'S EXPENSE. ALL WASTE MATERIAL, CONCRETE

WASHOUT, LANDSCAPE WASTE AND BUILDING MATERIAL SHALL BE

REMOVED. SOIL SHALL BE REMOVED FROM PAVED AREAS AND THE

PROJECT SHALL BE LEFT IN A CLEAN AND WORKMANLIKE MANNER.

GRADING NOTES

1. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE

GEOTECHNICAL REPORT.

2. ALL ELEVATIONS SHOWN ARE TO FLOWLINE FINISHED GRADE OR

TOP OF PAVEMENT UNLESS OTHERWISE STATED.

3. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE

CONSTRUCTION AREAS. DO NOT ALLOW WATER TO POND ON

PROPERTY.

4. PRIOR TO PLACEMENT OF ANY FILL, THE STRIPPED SITE SHALL BE

SCARIFIED TO A DEPTH OF 9 INCHES AND RE-COMPACTED TO 95%

DENSITY. ANY UNSUITABLE SOILS FOUND AT THIS TIME SHALL BE

DRIED AND RECOMPACTED OR REMOVED IF REQUIRED COMPACTION

CANNOT BE OBTAINED. CUT AREAS SHALL ALSO BE SCARIFIED TO A

DEPTH OF 9 INCHES AND RE-COMPACTED TO 95% DENSITY.

5. ALL FILL MATERIAL SHALL CONSIST OF APPROVED, SUITABLE SOILS

PLACED IN LOOSE LIFTS OF 9 INCHES OR LESS AND COMPACTED TO

AT LEAST 95% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR

DRY DENSITY (ASTM D-698) IN ALL PAVEMENT AREAS. THE

COMPACTION WILL BE FIELD TESTED BY A SOILS ENGINEERING

CONSULTANT REPRESENTING THE OWNER.

6. ALL DISTURBED EMBANKMENTS GREATER THAN 3:1 SLOPES SHALL

BE SEEDED ACCORDING TO A RECOMMENDED SEEDING MIX BY THE

LANDSCAPER AND COVERED WITH EROSION CONTROL BLANKETS OR

AS DIRECTED BY PLAN DOCUMENTS.

7. CONTRACTOR SHALL ADHERE TO THE CITY OF TOMAH EROSION AND

SEDIMENT CONTROL REGULATIONS AND THE STATE OF WISCONSIN

CONSTRUCTION SITE EROSION CONTROL MANUAL.

8. ALL AREAS TO BE GREENSPACE AT PROJECT COMPLETION SHALL BE

LEFT WITH 6 INCHES OF TOPSOIL WHEN MASS GRADING ACTIVITIES

ARE COMPLETE.

EROSION CONTROL NOTES

1. EROSION CONTROL SHALL BE INSTALLED PRIOR TO ANY GRADING

OPERATIONS WHERE POSSIBLE.

2. CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT

OFF-SITE TRACKING OF SEDIMENT ONTO PUBLIC ROADWAYS. ANY

SEDIMENT DEPOSITED ON PUBLIC ROADS SHALL BE REMOVED BY

SHOVELING OR STREET CLEANING BEFORE THE END OF EACH

WORKING DAY.

3. SHOWN LOCATION OF SILTATION CONTROL IS APPROXIMATE.

ACTUAL LOCATIONS TO BE DETERMINED IN THE FIELD AT THE TIME

OF CONSTRUCTION.

4. WATER PUMPED DURING CONSTRUCTION OPERATIONS SHALL BE

FILTERED.

5. ONCE CONSTRUCTION HAS BEEN COMPLETED, OR TEMPORARILY

SUSPENDED FOR LONGER THAN 28 DAYS (SUCH AS WINTER

SHUTDOWN), THE CONTRACTOR SHALL INITIATE SEEDING ON ALL

AREAS DISTURBED IMMEDIATELY OF THE LAST DISTURBANCE.

EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AND BE

MAINTAINED UNTIL THE CONTRACTOR ESTABLISHES A GOOD STAND

OF GRASS OF UNIFORM COLOR AND DENSITY TO THE

SATISFACTION OF THE ENGINEER.

6. CONTRACTOR SHALL ADHERE TO THE WISCONSIN CONSTRUCTION

SITE EROSION CONTROL MANUAL.

7. ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE

POSSIBLE ) PRIOR TO THE COMMENCEMENT OF ANY EARTH

DISTURBING OPERATIONS. THE REMAINING EROSION CONTROL

MEASURES SHALL BE INSTALLED AS SOON AS REASONABLY

POSSIBLE AFTER GRADING OPERATIONS BEGIN. WHERE THE

PRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES,

DIVERSION DITCHES AND SMALL TEMPORARY SEDIMENT TRAPS

SHALL BE UTILIZED UNTIL SILT FENCE OR OTHER MEASURES MAY

BE INSTALLED AND VEGETATION ESTABLISHED.

8. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND

AFTER EACH PRECIPITATION EVENT AND REPLACED OR REPAIRED

AS NECESSARY.

9. SILT FENCE AND SEDIMENT BASIN SHALL BE CLEANED OR

REPLACED WHEN SILT BUILDS UP TO WITHIN ONE FOOT OF THE TOP

OF THE SILT FENCE.

10. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING

RUNOFF FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO PERFORM THE REQUIRED MONITORING,

INSPECTION AND MAINTENANCE AS REQUIRED BY THE PERMIT.

11. CONCRETE WASHOUT DEBRIS SHOULD BE HAULED OFF-SITE.

WASHOUT SHOULD BE FILLED IN AND SEEDED.

12. ALL AREAS DISTURBED BEYOND LIMITS SHOWN SHOULD BE

SEEDED WITH ADJACENT SEED MIXTURE OR IN-KIND.

UTILITY NOTES

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

PROTECT ALL EXISTING UTILITIES AND PAVED STREETS, INCLUDING

ANY NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL

VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND

NOTIFY THE ENGINEER IF ANY CONFLICTS WITH THE DRAWINGS

OCCUR. ANY DAMAGE TO EXISTING UTILITIES AND/OR PAVED

STREETS CAUSED BY TRENCHING AND GRADING OPERATIONS

SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. EXISTING

UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE.

2. ALL EXISTING UNDERGROUND UTILITIES SHOWN WERE LOCATED

PARTIALLY IN THE FIELD AND PARTIALLY FROM REVIEW OF

EXISTING PUBLIC RECORDS. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO CONTACT EACH UTILITY COMPANY FOR THE FIELD

LOCATION OF THEIR EXISTING LINES IN OR NEARBY THE

CONSTRUCTION AREA PRIOR TO BEGINNING ANY CONSTRUCTION.

3. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO

PROTECT THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR REPAIRING ANY DAMAGE.

4. THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES

SHOWN ARE APPROXIMATE, ARE SHOWN FOR CONTRACTOR

INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCED FOR

CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE

OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER,

CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND

COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT

EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND

UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR. REROUTING,

DISCONNECTION, PROTECTION, ETC. OF ANY UTILITY MUST BE

COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY

AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF

HAZARDS ASSOCIATED WITH BURIED AND ABOVEGROUND

UTILITIES, REMAINS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

5. UTILITY PIPING. ALL WORK SHALL BE PERFORMED IN

CONFORMANCE WITH THE PIPE MANUFACTURER'S

RECOMMENDATIONS FOR INSTALLATION METHODS INCLUDING

BACKFILL MATERIAL AND MATERIAL DEPTHS. PIPE MATERIAL SHALL

BE AS SPECIFIED ON THE PLANS. ALL MATERIAL SHALL MEET THE

REQUIREMENTS OF THE LOCAL JURISDICTION FOR STRENGTH,

MATERIAL TYPE AND CONFORMITY WITH THE EXISTING SYSTEM.

SEWER LINES SHALL BE CONSTRUCTED STRAIGHT TO THE

SPECIFIED LINE AND GRADES. MANHOLES, STORM INLETS, VALVE

BOXES AND APPURTENANCES SHALL BE ADJUSTED TO GRADE OR

PER PLAN PRIOR TO SEEDING/LANDSCAPING ACTIVITIES.

IMEG CORP. HAS ADOPTED SAFETY PROCEDURES FOR ITS EMPLOYEES WHO PROVIDE PROFESSIONAL ENGINEERING AND SURVEYING SERVICES. A COPY OF THESE PROCEDURES IS AVAILABLE FROM THE SAFETY OFFICER. IMEG CORP. PERSONNEL ARE NOT TRAINED IN CONTRACTOR (CONSTRUCTION) SAFETY AND COMPLIANCE PROCEDURES.

THE METHODS AND MEANS TO COMPLY WITH CONSTRUCTION SITE SAFETY ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

PROJECT

LOCATION

INDEX OF SHEETS

SHEET TITLE SHEET NUMBER

NOTES & LEGEND CJ101

EXISTING CONDITIONS & DEMOLITION PLAN CD101

SITE LAYOUT & PAVING PLAN CS101

GRADING PLAN CG101

EROSION CONTROL PLAN CG102

CIVIL DETAILS CK101

SCOTT D.

SCHULTE

062-075325

Jesse Klankowski Snapshot

SCALE: 1" = '

0 20 40

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

TOMAH VA MEDICAL CENTER

MATERIAL STORAGE

TOMAH VA MEDICAL CENTER

Revision# Description Date:

FINAL BID DOCUMENTS SGA #221953

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d o ne h al f i nc he s = o ne fo ot 6" th re e in ch es o ne fo ot

6"

MECHANICAL / ELECTRICAL:

VA #676-233

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

SITE

RJJ SDS

EXISTING CONDITIONS &

DEMOLITION PLAN

CD101

SCOTT D.

SCHULTE

062-075325

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

TOMAH VA MEDICAL CENTER

MATERIAL STORAGE

TOMAH VA MEDICAL CENTER

Revision# Description Date:

FINAL BID DOCUMENTS SGA #221953

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d o ne h al f i nc he s = o ne fo ot 6" th re e in ch es o ne fo ot

6"

MECHANICAL / ELECTRICAL:

VA #676-233

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

SITE

RJJ SDS

SITE LAYOUT & PAVING PLAN

CS101

SITE

CK101

CK101

CK10111

CK101

CK101

CK101

CK101

CK101

CK101

CK101

CK101

CK101

CK101

CK101

SCOTT D.

SCHULTE

062-075325

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

TOMAH VA MEDICAL CENTER

MATERIAL STORAGE

TOMAH VA MEDICAL CENTER

Revision# Description Date:

FINAL BID DOCUMENTS SGA #221953

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d o ne h al f i nc he s = o ne fo ot 6" th re e in ch es o ne fo ot

6"

MECHANICAL / ELECTRICAL:

VA #676-233

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

SITE

RJJ SDS

GRADING PLAN

CG101

SITE

SCOTT D.

SCHULTE

062-075325

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

TOMAH VA MEDICAL CENTER

MATERIAL STORAGE

TOMAH VA MEDICAL CENTER

Revision# Description Date:

FINAL BID DOCUMENTS SGA #221953

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d o ne h al f i nc he s = o ne fo ot 6" th re e in ch es o ne fo ot

6"

MECHANICAL / ELECTRICAL:

VA #676-233

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

SITE

RJJ SDS

EROSION CONTROL PLAN

CG102

SITE

CK101

CK101

CK101

CK101

CK101

SCOTT D.

SCHULTE

062-075325

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

TOMAH VA MEDICAL CENTER

MATERIAL STORAGE

TOMAH VA MEDICAL CENTER

Revision# Description Date:

FINAL BID DOCUMENTS SGA #221953

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d o ne h al f i nc he s = o ne fo ot 6" th re e in ch es o ne fo ot

6"

MECHANICAL / ELECTRICAL:

VA #676-233

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

SITE

RJJ SDS

CIVIL DETAILS

CK101

1 6" HEAVY DUTY HMA SECTION

N.T.S.CK101

6" HMA

COMPACTED SUBGRADE

(95% STD. DENSITY)

GEOTECH FABRIC FOR

GROUND STABILIZATION

MIRAFI 500X OR EQUAL

3 STANDARD CURB AND GUTTER

N.T.S.CK101

NOTE:

1. WHERE CURB & GUTTER IS ADJACENT

TO PCC PAVEMENT, CURB & GUTTER

MAY BE POURED MONOLITHICALLY

WITH PAVEMENT.

#4 TIE BAR

IF POURED SEPERATELY

4" AGG. BASE COURSE1'-0"

1" R

1' -0

12"

4" T

O P

SO

IL

IN

N

O N

-S O

D Z

O N

ES

6" 1"

CONCRETE CURB

& GUTTER

3" R

1'-0"

CONCRETE CURB &

GUTTER

4"

18"

12"

14" R

4 MOUNTABLE 4" CURB AND GUTTER

N.T.S.CK101

6"

2 8" HEAVY DUTY PCC PAVEMENT SECTION

N.T.S.CK101

8" PCC

COMPACTED SUBGRADE

(95% STD. DENSITY)

GEOTECH FABRIC FOR

GROUND STABILIZATION

MIRAFI 500X OR EQUAL

8" OF 34"Ø CRUSHED AGGREGATE

(98% STD. DENSITY)

2'-6"

R=3/4"

5 CURB TERMINATION TYP.

N.T.S.CK101

PER PLAN

10 CONCRETE WASH MANAGEMENT

N.T.S.CK101

A A

PLAN

NOT TO SCALE

TYPE "BELOW GRADE"

SECTION A-A

NOT TO SCALE

B B

PLAN

NOT TO SCALE

TYPE "ABOVE GRADE"

SECTION B-B

NOT TO SCALE

1. ACTUAL LAYOUT DETERMINED IN FIELD.

2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT.

OF THE TEMPORARY CONCRETE WASHOUT FACILITY

VA

R

IE

S

10' MIN

VA

R

IE

S

10' MIN

STAKE

(TYP.)

10 MIL

PLASTIC LINING

TWO-STACKED

2 X 12 ROUGH

WOOD FRAME

10 MIL PLASTIC LINING

SANDBAG

LATH & FLAGGING

ON ALL SIDES

BERM

BERM

SANDBAG

10 MIL PLASTIC LINING

3'

10 MIL

PLASTIC LINING

WOOD FRAME SECURELY FASTENED

AROUND ENTIRE PERIMETER WITH

TWO STAKES

9 CONSTRUCTION ENTRANCE

N.T.S.CK101

3" - 6" CLEAN STONE

12" THICK MINIMUM

PROFILE VIEW

PLAN VIEW

EX

IS

TI

N

G

PA

VE

M

EN

T

50' MINIMUM

' M

IN

50' MIN.

NOTES:

1. FOR TWO-WAY TRAFFIC, MINIMUM WIDTH IS 20

FEET. A MINIMUM OF 4 FEET OF WIDTH SHALL BE

ADDED FOR TRAILER TRAFFIC FOR A TWO-WAY

ENTRANCE.

2. ROADWAY SHALL FOLLOW THE CONTOUR OF THE

NATURAL TERRAIN TO THE EXTENT POSSIBLE.

3. REFER TO WDNR TECH STANDARD 1057.

GEOTECH FABRIC FOR

GROUND STABILIZATION

MIRAFI 500X OR EQUAL

NOTE:

GRATE

CASTING

SUPPORT SYSTEM

WITH LIFT HANDLES

SEDIMENT

BAD/FILTER

INLET

STRUCTURE

COVER

CASTING

GRATESEE DETAIL

ABOVE

OVERFLOW

AREA

SEDIMENT

BAG/FILTER

SUPPORT SYSTEM

WITH LIFT HANDLES

STORM

SEWERINLET

STRUCTURE

7 FRAMED INLET…