36C25218B1092-004.pdf

E

E

E

E

EE

E

E

E

E

E

E

E

E

E

E

LAND CADD 1987

E

TUNNEL TUNNEL

TUNNEL

MH

MH FUEL

RIM 1143.14

WHITEBD

MARKER BOARD

SERVICE

ELEVATOR PASSENGER

ELEVATOR

PASSENGER

ELEVATOR

PASSENGER

ELEVATOR

PASSENGER

ELEVATOR

UP

DN

DNUP

UP

DN

DUMB

WAITER

UP

DN

UP

DN

HALFWALL

VOLUNTEER

AREA

MECH. CHASE

UP

CARPET

CARPET

CARPET

TILE

TILE

TILE

MECH SHAFT

FD

FE FE

LDRY

CHUT

MECH.

SHAFT

MECH.

CHASE

TU

B E

S

TA

TI

O N

F

IR

E P

LA

C E

CHAPEL

CHAPEL

1284A

VESTIBULE

1100A

DAV

AMERICAN LEGION/

WEAPONS

1201C

OFFICE

MAIN

HOLDING

1201B

PIV ROOM.

POLICE

ELIGIBILITY

ENROLLMENT/

POLICE

CHIEF,

TOILET

MENS

TOILET

WOMENS

ROOM

PROCEDURE

ALCOVE

WORKROOM

NURSE

UTILITY

SOILED

1267A

TOILET

PATIENT

1267B

TREATMENT

WOUND CARE

CHASE

CLOSET/PIPE

1182A

CLOSET

1182B

OFFICE

CHAPLAIN

ROOM

WAITING

CASHIER

AGENT

1288A

ROOM

WAITING

OFFICE

TRAVEL

1286A

KITCHENETTE

GARAGE

AMBULANCE

LOCKERS

BREAK RM/

RM

EXAM

RM

EXAM

WORK RM

NURSE

ROOM

EXAM

ROOM

EXAM

RM

EXAM

WORKER

SOCIAL

MANAGER

OPC NURSE

WORKER

SOCIAL

DIETICIAN

DIETICIAN

RM

EXAM

/CONSULTATION

PT. EDUCATION

RM

DECON

MEDICATION

UTILITY

SOILED

TOILET

PATIENT

RM

TREATMENT

RM

TREATMENT

ROOM

TREATMENT

MEDICATION

/SECURITY RM.

FIRE ALARM

DIABETES

TOILET

PATIENT

LOBBY

ELEVATOR

TOILET

1224A

ROOM

COAT

OFFICE

PHARMACY

CHIEF

PHARMACY

LOUNGE

ROOM

IV

HOOD RM

HAZARD

1233A

& OFFICES

MED PREP

MED PREP

PHARMACY

CAROUSAL

MED.

VAULT

1228A

MED PREP

SECURE

TOILET

PATIENT

CLERKS

RM

EXAM

WORKRM

NURSE

RM

EXAM

ROOM

EXAM

RM

EXAM

DIABETES

SUPPLY

STERILE

ROOM

EXAM

OFFICE

ROOM

ANTE

1312A

STATION

NURSE

DICTATION

RM

EXAM

WORKRM

NURSE

RM

EXAM

RM

EXAM

SUPPLY

CLEAN

HOUSEKEEPING

TOILET

STAFF

ISOLATION

TREATMENT/

TREATMENT

SECURE

TOILET

WOMENS

EVIDENCE

1201A

LAB/EKG

BLOOD DRAW

LAB/EKG

BLOOD DRAW

PT. TOILET

1312B

EQUIPMENT

PHARMACIST

CLINICAL

SUPPLY

PHARMACY

DISPENSING

OUTPATIENT

OFFICE

URGENT CARE

AREA

WAITING

AREA

CLERK

ELECTRICAL

CONSULTING

PHARMACY

PHONE

DATA &

LOBBY

EQUIPMENT

ELEVATOR

VESTIBULE

CORRIDOR

1299A

AREA

WAITING

CONSULTING

1218B

CONSULTING

1218C

TRIAGE

STORAGE

WHLCHR

VESTIBULE

MRI

1304A

TOILET

1036A

TOILET

1042A

TOILET

1044A

TOILET

STAFF

PRIVATE

TOILET

1052A

ELECT. ROOM

LINEN

CLEAN

STOR.

EQUIP.

LINEN

CLEAN

CLOSET

UTILITY

PRIVATE

PRIVATE

PRIVATE

1010 PRIVATE

PRIVATE

TOILET

1055A

TOILET

1051A

TOILET

1002A

TOILET

1006A

TOILET

1008A

TOILET

1010A

TOILET

1020A

TOILET

1024A

TOILET

1028A

STAIR7

STORAGE

EQUIP.

STAFF TOILET

1148B

LOCKERROOM

1148A

STAFF LOUNGE

STORAGE

RECR. THER.

OFFICE

PHYSICIAN

BATHING/SPA

THERAPY OFF.

RECREATION

1147A

ROOM

ACTIVITY/GROUP

LINEN CHUTE

STAIR1

CORRIDOR

PRIVATE

ASSISTANT

PROGRAM

PRIVATE

TOILET

1136A

TOILET

1135A

TOILET

1132A

PRIVATE

1132 PRIVATE

PRIVATE

PRIVATE

TOILET

1131A

TOILET

1128A

TOILET

1127A

CLOSET

UTILITY

1121 SATELLITE CLINIC

PHYSICAL THERAPY

PRACTIONER

NURSE

1111A

WORKER

SOCIAL

1109A

TOILET

UNISEX

STORAGE

OXYGEN

STORAGE

EQUIPMENT

PRIVATE

PRIVATE

TOILET

1170A

TOILET

1166A

TOILET

1175A

TOILET

1171A

IV STORAGE

COORDINATOR

MDS/RESTORATIVE

MANAGER

NURSE

THERAPY OFFICE

OCCUPATIONAL

1165A

ADL BATH

1165B

BEDROOM

ADL OT AREA/

MEDS ROOM

D A

TA

C

LO

S E T

CLEAN LINEN

1120 CLOSET

UTILITY

& RECREATION AREA

RESIDENT DINING

STORAGE

1116A

KITCHEN

RESIDENT

1116B

STAIR5

STORAGE

LOCKERS

1105A

TOILET

STAFF

1340A

RM

CHANGING

1304C

RM

CHANGING

1304B

VESTIBULE

MRI

AREA

ED WAITING

ROOM

EXAM

ROOM

EXAM

TOILET

PATIENT

ALCOVE

SCALE

TOILET

MENS

ALCOVE

SCALE

STAIR4

STAIR8

STAIR2

ROOM

PRIVATE

PRIVATE

PRIVATE

TOILET

1025A

TOILET

1029A

PRIVATE

TOILET

1009A

TOILET

1005A

STAIR3

ALCOVE

PYXIS

DAY ROOM

CLEAN RM.

NON-HAZ./

1233B

STORAGE

CLOTHING

TOILET

1040A

TOILET

1038A

6" RAISED

ALTAR

FIRE

EQUIP

LO

C K E R S

D-4 D-5

NO P

ARKIN

G

NO PARKING

NO P

ARKIN

G

NO PARKING

NO P

ARKIN

G

NO PARKING

PROJECT LOCATION

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

224 SOUTH MICHIGAN AVENUE | SUITE 1400

CHICAGO, ILLINOIS 60604-2595

(312) 554-1400

ARCHITECTURE | PLANNING | INTERIOR DESIGN

EXPANDED COMMUNITY

LIVING CENTER (CLC)

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.berners-schober.com

R.A. Smith National Beyond Surveying and Engineering www.rasmithnational.com

16745 West Bluemound Road Brookfield, WI 53005-5938

(262) 781-1000

BID DOCUMENTS

FULLY SPRINKLERED

Comm. Number: 5700.01

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G001

585-335COVER SHEET

June 4, 2018 DWG. 1 OF 131

EXPANDED COMMUNITY LIVING CENTER (CLC) OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

1" = 100'-0"

CAMPUS MAP1

Design Team Principal, Architect, and Project Manager:

Berners-Schober Associates, Inc.

310 Pine Street Green Bay, WI 54301 920-432-4865

Architectural Consultant:

Stantec Architecture 224 South Michigan Avenue Suite 1400 Chicago IL 60604 312-554-1400

Civil Engineer:

Coleman Engineering Company 635 Circle Drive Iron Mountain, MI 49801 906-774-3440

Landscape Architecture:

Coleman Engineering Company 635 Circle Drive Iron Mountain, MI 49801 906-774-3440

Structural Engineer:

R.A. Smith National, Inc.

16745 West Bluemound Road Brookfield, WI 53005-5938 262-781-1000

Mechanical Engineer:

Berners-Schober Associates, Inc.

310 Pine Street Green Bay, WI 54301 920-432-4865

Plumbing Engineer:

Berners-Schober Associates, Inc.

310 Pine Street Green Bay, WI 54301 920-432-4865

Electrical Engineer:

Berners-Schober Associates, Inc.

310 Pine Street Green Bay, WI 54301 920-432-4865

BID DOCUMENTS

June 4, 2018

SHEET INDEX

DIRECTOR

ASSOCIATE DIRECTOR

ASSOCIATE DIRECTOR FOR N&PCS

CHIEF OF POLICE

CHIEF OF ENGINEERING

SAFETY MANAGER

INFECTION CONTROL NURSE

PATIENT SAFETY

AFGE

ENERGY ENGINEER

PRIVACY OFFICER

CLC SUPERVISOR

HOUSEKEEPING/NESS

OI&T

BIO-MED

INDUSTRIAL HYGIENIST

LOGISTICS

PHARMACY

APPROVALSPROJECT TEAM

PLUMBING

68 PD-101 BASEMENT AND FIRST FLOOR ZONE 2 DEMOLITION PLAN

69 PG-001 BASEMENT FLOOR ZONE 1 AND 2 MED GAS PIPING PLAN

70 PG-101 FIRST FLOOR ZONE 1 MED GAS PIPING PLAN

71 PG-102 FIRST FLOOR ZONE 2 MED GAS PIPING PLAN

72 PK-500 SCHEDULES AND DETAILS

73 PL-001 BASEMENT FLOOR ZONE 1 SANITARY PLAN

74 PL-002 BASEMENT FLOOR ZONE 1 STORM AND DRAIN TILE PLAN

75 PL-101 FIRST FLOOR ZONE 1 SANITARY PIPING PLAN

76 PL-102 FIRST FLOOR ZONE 2 SANITARY PIPING PLAN

77 PL-103 FIRST FLOOR ZONE 1 STORM PIPING PLAN

78 PL-201 ROOF ZONE 1 SANITARY AND STORM PIPING PLAN

79 PP-002 BASEMENT FLOOR ZONE 2 WATER PIPING PLAN

80 PP-101 FIRST FLOOR ZONE 1 WATER PIPING PLAN

81 PP-102 FIRST FLOOR ZONE 2 WATER PIPING PLAN

82 PW-600 WATER PIPING ISOMETRIC

83 PW-601 SANITARY AND STORM ISOMETRIC

84 PW-602 MED GAS ISOMETRICS

HVAC

85 MD100 BASEMENT AND FIRST FLOOR PLAN - ZONE 2

86 MP001 BASEMENT FLOOR PIPING PLAN - ZONE 1

87 MP002 BASEMENT FLOOR PLAN - ZONE 2

88 MP101 FIRST FLOOR PIPING PLAN - ZONE 1

89 MH001 BASEMENT FLOOR DUCTWORK PLAN - ZONE 1

90 MH100 FIRST FLOOR DUCTWORK PLAN - ZONE 1

91 MH101 FIRST FLOOR PLAN - ZONE 2

92 MH200 ROOF PLAN - ZONE 1

93 MH300 LARGE SCALE PLAN

94 MK500 DETAILS

95 MK501 DETAILS

96 MK502 DETAILS

97 MK503 DETAILS

98 MK504 DETAILS

99 MJ600 SCHEDULES

100 MJ601 SCHEDULES

101 MJ602 SCHEDULES

ELECTRICAL

102 ES011 ELECTRICAL SITE PLANS

103 ED100 BASEMENT DEMOLITION PLAN - ZONE 2

104 ED101 FIRST FLOOR DEMOLITION PLAN - ZONE 2

105 EL100 BASEMENT LIGHTING PLAN - ZONE 1

106 EL101 FIRST FLOOR LIGHTING PLAN - ZONE 1

107 EL102 FIRST FLOOR LIGHTING PLAN - ZONE 2

108 EP100 SUB-BASEMENT AND BASEMENT POWER PLAN - ZONE 1

109 EP101 BASEMENT POWER PLAN - ZONE 2

110 EP102 FIRST FLOOR POWER PLAN - ZONE 1

111 EP103 FIRST FLOOR POWER PLAN - ZONE 2

112 EP104 ROOF POWER/LIGHTNING PROTECTION PLAN - ZONE 1

113 ET100 BASEMENT TELEPHONE/PAGING/DATA PLAN - ZONE 1

114 ET101 BASEMENT TELEPHONE/PAGING/DAT PLAN - ZONE 2

115 ET102 FIRST FLOOR TELEPHONE/PAGING/DATA PLAN - ZONE 1

116 ET103 FIRST FLOOR TELEPHONE/PAGING/DATA PLAN - ZONE 2

117 ET104 PARTIAL 2ND, 3RD 4TH AND 5TH FLOOR TELEPHONE/PAGING/DATA PLAN

118 EY100 BASEMENT NURSE CALL/SECURITY/CLOCK PLAN - ZONE 1

119 EY101 FIRST FLOOR NURSE/SECURITY/CLOCK PLAN - ZONE 1

120 EY102 FIRST FLOOR NURSE/SECURITY/CLOCK PLAN - ZONE 2

121 EY103 FIFTH FLOOR NURSE CALL/SECURITY/CLOCK PLAN

122 FA100 BASEMENT FIRE ALARM PLAN - ZONE 1

123 FA101 BASEMENT FIRE ALARM PLAN - ZONE 2

124 FA102 FIRST FLOOR FIRE ALARM PLAN - ZONE 1

125 FA103 FIRST FLOOR FIRE ALARM PLAN - ZONE 2

126 EJ500 ELECTRICAL SCHEDULES

127 EJ501 ELECTRICAL SCHEDULES

128 EJ502 ELECTRICAL SCHEDULES

129 EK600 ELECTRICAL DETAILS

130 EK601 ELECTRICAL DETAILS

131 EK602 ELECTRICAL DETAILS

GENERAL

1 G001 COVER SHEET

2 G002 CODE MATRIX AND CODE COMPLIANCE

3 G011 ABBREVIATIONS, MATERIALS, SYMBOLS & GENERAL NOTES

4 G012 TYPICAL MOUNTING HEIGHTS

5 G101 BASEMENT LIFE SAFETY PLAN

6 G102 FIRST FLOOR LIFE SAFETY PLAN

CIVIL

7 CJ-100 NOTE SHEET

8 CS-200 EXISTING SITE PLAN

9 CD-300 SITE DEMOLITION PLAN

10 CG-400 SITE LAYOUT AND GRADING PLAN

11 CU-500 SITE UTILITY PLAN

12 CJ-600 DETAILS

13 CJ-700 DETAILS

14 CJ-800 DETAILS

ARCHITECTURAL

15 A001 1ST FLOOR PLAN - PHASING

16 AD101 BASEMENT FLOOR DEMO PLAN ZONE 2

17 AD102 1ST FLOOR DEMO PLAN ZONE 2

18 A011 BASEMENT OVERALL FLOOR PLAN

19 A012 1ST FLOOR OVERALL PLAN

20 A101 BASEMENT FLOOR PLAN ZONE 1

21 A102 1ST FLOOR PLAN ZONE 1

22 A103 1ST FLOOR PLAN ZONE 2

23 A104 ROOF PLAN - ZONE 1

24 AR101 BASEMENT RCP ZONE 1

25 AR102 1ST FLOOR RCP ZONE 1

26 AR103 1ST FLOOR RCP ZONE 2

27 AC101 1ST FLOOR RCP COORDINATION ZONE 1

28 A201 EXTERIOR ELEVATIONS

29 A301 BUILDING SECTIONS

30 A401 WALL SECTIONS

31 A402 WALL SECTIONS

32 A403 WALL SECTIONS

33 A404 ENLARGED PLANS AND INTERIOR ELEVATIONS

34 A405 ENLARGED PLANS AND INTERIOR ELEVATIONS

35 A406 ENLARGED PLANS AND INTERIOR ELEVATIONS

36 A407 ENLARGED PLANS AND INTERIOR ELEVATIONS

37 A408 ENLARGED PLANS AND INTERIOR ELEVATIONS

38 A409 ENLARGED PLANS AND INTERIOR ELEVATIONS

39 A410 ENLARGED PLANS AND INTERIOR ELEVATIONS

40 A411 ENLARGED PLANS AND INTERIOR ELEVATIONS

41 A412 ENLARGED PLANS AND INTERIOR ELEVATIONS

42 A413 ENLARGED PLANS AND INTERIOR ELEVATIONS

43 A414 ENLARGED PLANS AND INTERIOR ELEVATIONS

44 A501 EXTERIOR SECTION DETAILS

45 A502 EXTERIOR PLAN DETAILS

46 A503 INTERIOR DETAILS

47 A601 PARTITION TYPES & DETAILS

48 A602 DOOR AND EQUIPMENT SCHEDULES

49 A603 WINDOW DETAILS

50 A701 CASEWORK SECTIONS

INTERIOR

51 I001 INTERIOR SCHEDULES

52 I101 1ST FLOOR PLAN ZONE 1 - FLOOR PATTERN

53 I102 1ST FLOOR PLAN ZONE 2 - FLOOR PATTERN

54 IW101 1ST FLOOR PLAN ZONE 1 - WALL PATTERN

55 IW102 1ST FLOOR PLAN ZONE 2 - WALL PATTERN

STRUCTURAL

56 SE-001 STRUCTURAL NOTES

57 SB-100 FOUNDATION PLAN - ZONE 1

58 SB-800 FOUNDATION DETAILS

59 SB-801 FOUNDATION DETAILS

60 SF-200 GROUND FLOOR FRAMING PLAN - ZONE 1

61 SF-201 ROOF AND CLERESTORY FRAMING PLAN - ZONE 1

62 SF-810 FRAMING DETAILS

63 SF-811 FRAMING DETAILS

FIRE PROTECTION

64 FD-101 BASEMENT AND FIRST FLOOR ZONE 2 DEMOLITION PLAN

65 F-001 BASEMENT FLOOR ZONE 1 AND ZONE 2 NEW WORK PLAN

66 F-101 FIRST FLOOR ZONE 1 NEW WORK PLAN

67 F-102 FIRST FLOOR ZONE 2 NEW WORK PLAN

N

Revisions: Date:

65% CD Submittal 3/2/2017 95% CD Submittal 5/1/2017 Bid Documents 6/4/2018

SIGNAGE

SIGN LOCATION PLAN - BASEMENT

SIGN LOCATION PLAN - FIRST FLOOR

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

224 SOUTH MICHIGAN AVENUE | SUITE 1400

CHICAGO, ILLINOIS 60604-2595

(312) 554-1400

ARCHITECTURE | PLANNING | INTERIOR DESIGN

EXPANDED COMMUNITY

LIVING CENTER (CLC)

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.berners-schober.com

R.A. Smith National Beyond Surveying and Engineering www.rasmithnational.com

16745 West Bluemound Road Brookfield, WI 53005-5938

(262) 781-1000

BID DOCUMENTS

FULLY SPRINKLERED

Comm. Number: 5700.01

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G002

585-335CODE MATRIX AND CODE COMPLIANCE

June 4, 2018 DWG. 2 OF 131

Type Name & Year of Code/Standard

Life Safety Code NFPA 101-2015 – Life Safety Code VA Fire Protection Design Guide section 1.3 outlines regulatory requirements

Healthcare Design Standards Facilities Guidelines Institute – latest edition (for reference only)

Accessibility Code · ICC / ANSI A117.1-2009

· Architectural Barriers Act Accessibility Standards (AABAS) including VA supplement, Barrier Free Design Guide (PG-18-13) This residential project is designed not only to be attractive and practical, but also be inherently accessible to all residents with or without disabilities. Our intention is to address Universal Design at all scales of development; from site improvement elements such as sidewalk ramps and textured surfaces where there is a level change, to kitchen cabinets with pull-out shelves and wide hallways, alcoves, and doors with 60” x 60” turning spaces. The goal is to develop a community that is more accessible, safer, and convenient for everyone regardless of age, ability or current state of health.

International Building Code Used as reference if the NFPA Standards do not address an issue 2015 International Building Code 2015 International Fire Code

Other Referenced Standards NFPA Standards as referenced in NFPA 101 – 2015 NFPA 10 (fire extenguishers) NFPA 13 (sprinkler systems) NFPA 70 (national electrical code) NFPA 72 (fire alarm)

NFPA 80 (fire doors and windows) NFPA 105 (smoke doors) NFPA 220 (structural ratings) NFPA 241 (construction operations)

VA Standards Department of Veterans Affairs – Design Guide for Community Living Centers – June 2011 Department of Veterans Affairs, Fire Protection Design Guide Department of Veterans Affairs, Structural Design Manual for Ancillary Facilities Projects, February 2014.

Department of Veterans Affairs, Handbook H-18-8, Seismic Design Requirements, August 2013.

Department of Veterans Affairs, Physical Security Design Manual for VA Facilities – Life-Safety Protected and Mission Critical Facilities, January 2015.

Unified Facilities Criteria (UFC), Design of Buildings to Resist Progressive Collapse, UFC 4-023-03, June 2013.

Other Requirements American Society of Civil Engineers (ASCE), Minimum Design Loads for Buildings and Other Structures, 2010 Edition, ASCE 7-10.

American Institute of Steel Construction (AISC), Specification for Structural Steel Buildings, 2010 Edition, AISC 360-10.

American Concrete Institute (ACI), Building Code Requirements for Structural Concrete, 2011 Edition, ACI 318-11.

American Concrete Institute (ACI), Building Code Requirements for Masonry Structures, 2011 Edition, ACI 530-11.

Wall Ratings Space/Room Required rating

Electrical Vaults (Incoming Service into Basement) VA requires fire protection of room (sprinkler). No room rating required if sprinklered.

Emergency Electrical Rooms (in basement) VA requires fire protection of room (sprinkler or alternative system). No room rating required if sprinklered.

IT Rooms - Vendor No rating if sprinklered. Must be valved separately.

IT Rooms - VA No rating if sprinklered. Must be valved separately.

Electrical Distribution Rooms VA requires fire protection of room (sprinkler). No room rating required if sprinklered.

Mechanical Rooms No rating unless open to a vertical shaft, then 2hr in Healthcare or 1hr in Storage.

Stairwells 2 hours Horizontal Exits 2 hours with pull station

Trash and Waste Holding Rooms Soiled Utility Rooms 1hr with 3/4 hr doors

Clean Utility Rooms 1hr with 3/4 hr doors Storage rooms If over 100 SF, use 1hr with 3/4 hr doors Locker Rooms No rating required Suite Boundaries Same as corridor wall ratings if used for egress from adjacent suite Smoke Walls 1 hour with 20 minute doors

Occupancy Separations

Corridor Walls Smoke resistive Shaft Walls 1 hour rated Horizontal Exit 2 hour rated with hold-open linked to fire/smoke alarm system and pull stations at doors

Revisions: Date:

65% CD Submittal 3/2/2017 95% CD Submittal 5/1/2017 Bid Documents 6/4/2018

ABBREVIATIONS:

A/C A/C A/E

AC

ACT

AD

ADA

ADDM

ADJ

ADMIN

AESS

AFC

AFF

AG

AHU

ALUM

AMP

AMT

ANG

AP

APPROX

ARA

ARCH

ASHRAE

ASTM

ATTN

AV

AVE

AWI

B B/ B/W B.O.

BD

BKGD

BLDG

BLK

BLVD

BOCA

BPA

BRK

BRZ

BSMT

Btu BtuH

BLKHD

C

CAB

CATV

CB

CC

CCD

CCT

CCTV

CCW

cd

CD

CD

CF/CI

CF/OI

CFRM

CFMF

CG

CIP

CJ

CLG

CLG HT

CL

CLOS

CLRM

cm

CM

CMPTR

CMU

CO

COL

COMM

CONF

CONC

CONST

CONSULT

CONT

COORD

CORR

CRI

CSI

CTV

CU

CUH

CW

CWP

D dB

DBL

DC

DEG

DEV

DEMO

DET

DF

DIA

DIAG

DIM

DL

DLO

DN

DOC

DRF

DR

DR

DR

DS

DSGN

DSPL

DTL

DX OUT

DW

DWG

DWR

E

EA

EC

EIFS

EJ

EL

ELEC

ELEV

EPS

EQ

EQUIP

AT

AIR CONDITION

AIR CONDITIONING UNIT

ARCHITECT/ENGINEER

ALTERNATING CURRENT

ACOUSTICAL CEILING TILE

AREA DRAIN

AMERICANS WITH DISABILITIES ACT

ADDENDUM

ADJUSTABLE

ADMINISTRATION

ARCHITECTURALLY EXPOSED STRUCTURAL

STEEL

ABOVE FINISHED CEILING

ABOVE FINISHED FLOOR

PTEV AUDIBLE ALARM

AIR HANDLING UNIT

ALUMINUM

AMPERE

AMOUNT

ANGLE

APPLIED FILM

APPROXIMATE

AREA OF RESCUE ASSISTANCE

ARCHITECT(URAL)

AMERICAN SOCIETY FOR HEATING,

REFRIGERATION AND AIR CONDITIONING

ENGINEERS

AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ATTENTION

AUDIO VISUAL

AVENUE

ARCHITECTURAL WOODWORKING

INSTITUTE

BASE

BOTTOM OF

BETWEEN

BOTTOM OF

BOARD

BACKGROUND

BUILDING

BLOCK

BOULEVARD

BUILDING OFFICIALS AND CODE

ADMINISTRATORS ASSOCIATION

INTERNATIONAL

BENTONITE POLYMER ALLOY

BRICK

BRONZE

BASEMENT

BRITISH THERMAL UNIT

BRITISH THERMAL UNIT PER HOUR

BULKHEAD

CARPET/CARPET TILE

CABINET

COMMUNITY ANTENNA TELEVISION

CRASH BUTTON

CONTRACTOR PROVIDED / CONTRACTOR INSTALLED

CONTRACT CHANGE DIRECTIVE

CUBICLE CURTAIN TRACK

CLOSED CIRCUIT TELEVISION

COUNTERCLOCKWISE

CANDELA

CONSTRUCTION DOCUMENTS

CONTRACT DOCUMENTS

CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CONTRACTOR FURNISHED/OWNER

INSTALLED

CONFERENCE ROOM

COLD FORMED METAL FRAMING

CORNER GUARD

CAST IN PLACE

CONTROL JOINT

CEILING

CEILING HEIGHT

CENTER LINE

CLOSET

CLASSROOM

CENTIMETER

CONSTRUCTION MANAGEMENT

COMPUTER

CONCRETE MASONRY UNIT

CERTIFICATE OF OCCUPANCY

COLUMN

COMMUNICATION

CONFERENCE

CONCRETE

CONSTRUCTION

CONSULTANT

CONTINUOUS

COORDINATE

CORRIDOR

COLOR RENDERING INDEX

CONSTRUCTION SPECIFICATIONS

INSTITUTE

CABLE TELEVISION

CUBIC

CABINET UNIT HEATER

CURTAIN WALL SYSTEM

COMPOSITE WALL PANEL

DEEP

DECIBEL

DOUBLE

DIRECT CURRENT

DEGREE

DEVELOPMENT

DEMOLITION

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DEAD LOAD

DAY LIGHT OPENING

DOWN

DOCUMENT

DRAPERY FABRIC

DINING ROOM

DOOR

DRIVE

DOWNSPOUT

DESIGN

DISPOSAL

DETAIL

DUPLEX OUTLET

DISH WASHER

DRAWING

DRAWER

EAST

EACH

EXPOSED CONSTRUCTION

EXPOSED INSULATION FINISH SYSTEM

EXPANSION JOINT

ELEVATION

ELECTRICAL

ELEVATION

EXTRUDED POLYSTYRENE

EQUAL

EQUIPMENT

EST

ETC

EWC

EX

EXIST

EXP

EXT

FACIL

FAX

FB

FBR

FC

FCU

FD

FDN

FE

FEC

FEVC

FHC

F.F.

FF&E

FH

FHC

FIN

FIXT

FLG

FLR

FLUOR

FPC

FR

FRG

FT

FTG

FURN

GA

GALV

GC

GEN

GFC

GL

GLU

GRND

GT-T

GWB

GYP

H

HC

HDWD

HDWR

HM

HID

HORIZ

HP

HR

HT

HVAC

Hz

IBC

ID

IDF

ID NO

IG

IN

INCAN

INFO

INSUL

INT

INV

JAN

J-BOX

JC

JT

kg kHz

KIT

km

LAB

LAM

LAU

LAV

LB(S)

LG

LF

LHR

LIB

LL

LNRM

LOC

LP

LP

LSC

LTWT

LVR

M

MACH

MAS

MATL

MAX

MDF

MECH

MED

MEP

MEZZ

MGT

MFG

MFR

MH

MIN

MIN

MIR

MISC

MLDG

MLWK

MM

MO

MSTR

MT

MTD

MTL

MULL

N

NA

NC

NFPA

NIC

NO, #

NOM

NRC

NTS

OA

ESTIMATE

ET CETERA

ELECTRIC WATER COOLER

EXAMPLE

EXISTING

EXPOSED

EXTERIOR

FACILITY

FAXSIMILE

FABRIC

FIXED BEAM ROOM

FIRE EXTINGUISHER CABINET

FAN COIL UNIT

FD

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

COMBINATION FIRE EXTINGUISHER AND

VALVE CABINET

FIRE HOSE CABINET

FINISH FACE OR FINISH FLOOR

FURNITURE, FIXTURE AND EQUIPMENT

FULL HEIGHT

FIRE HOSE CABINET

FINISHED

FIXTURE

FLOORING

FLOOR

FLUORESCENT

FIRE PROTECTION CABINET

FIRE RATING

FURRING

FEET, FOOT

FOOTING

FURNITURE

GAUGE

GALVANIZED

GENERAL CONTRACTOR

GENERAL

GROUND FAULT CIRCUIT INTERRUPTER

GLASS

GLUE LAMINATED WOOD

GROUND

GRANITE TILE

GYPSUM WALL BOARD

GYPSUM

HIGH

HANDICAPPED

HARDWOOD

HARDWARE

HOLLOW METAL

HIGH INTENSITY DISCHARGE

HORIZONTAL

HIGH POINT

HOUR(S)

HEIGHT

HEATING, VENTILATING, AND AIR

CONDITIONING

HERTZ

INTERNATIONAL BUILDING CODE

INSIDE DIAMETER

INTERMEDIAT DISTRIBUTION FRAME

IDENTIFICATION NUMBER

INSULATED GLASS UNIT

INCH(ES)

INCANDESCENT

INFORMATION

INSULATION

INTERIOR

INVERT

JANITOR

JUNCTION BOX

JANITOR'S CLOSET

JOINT

KILOGRAM

KILOHERTZ

KITCHEN

KILOMETER

LABORATORY

LAMINATE(D)

LAUNDRY

LAVATORY

POUND(S)

LAMINATED GLASS

LINEAL FOOT (FEET)

LEFT HAND REVERSE

LIBRARY

LIVE LOAD

LOCAL AREA NETWORK ROOM

LOCATION

LOW POINT

LAQUER PANEL

LIFE SAFETY CODE

LIGHTWEIGHT

LOUVER

METER

MACHINE

MASONRY

MATERIAL

MAXIMUM

MEDIUM DENSITY FIBERBOARD

MECHANICAL

MEDIUM

MECHANICAL/ELECTRICAL/PLUMBING

MEZZANINE

MANAGEMENT

MANUFACTURING

MANUFACTURER

MANHOLE

MINIMUM

MINUTE

MIRROR

MISCELLANEOUS

MOULDING

MILLWORK

MILLIMETER

MASONRY OPENING

MOISTURE

METAL

MOUNTED

METAL

MULLION

NORTH

NOT APPLICABLE

NOISE CRITERIA

NATIONAL FIRE PROTECTION

ASSOCIATION

NOT IN CONTRACT

NUMBER

NOMINAL

NOISE REDUCTION COEFFICIENT

NOT TO SCALE

OVERALL

OC

OD

OFF

OH

OPP

OPNG

OSHA

OVHD

OZ

P

PDMT

PERF

PERIM

PERP

PHOTO

PL

PLAM

PLBG

PLYWD

PNL

POL

PR

PREFAB

PREP

PRMA

PROJ

PSF

PSI

PS

PSR

PTEV

PTD

PTN

PWR

QA

QC

QT

QTY

R

RBR

RCP

RD

REINF

REF

REQ(D)

RESIL

REV

REST

RF

RFI

RHR

RM

RO

S

SCHED

SCHEM

SDT

SECT

SF

SFRM

SHGLS

SHT

SIM

SOUT

SK

SP

SPEC

SQ

SS

ST

STC

STD

STL

STOR

STNLS

STRUCT

SUP

SUSP

T T/

TBA

TBD

TD

TEL

TEMP

T&G

THERM

THK

THRES

THRU

TLT

TOPO

TOI

TOS

TOW

TR

TS

TSTAT

TV

TYP

TZ

U/C U/S

UC

UL

UNO

V

VB

VC

VCT

VERT

VEST

VIF

VOLT

VV

VWC

W W W W/ W/O

WC

WD

WDW

WF

WKRM

WP

WR

WS

WT

WWF

XL

YR

ON CENTER

OUTSIDE DIAMETER

OFFICE

OPPOSITE HAND

OPPOSITE

OPENING

OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

OVERHEAD

OUNCE(S)

PAINT

PEDIMAT

PERFORATED

PERIMETER

PERPENDICULAR

PHOTOGRAPH

PLASTIC

PLASTIC LAMINATE

PLUMBING

PLYWOOD

PANEL

POLISHED

PAIR

PREFABRICATE

PREPARATION

PROTECTED ROOM MEMBRANE

ASSEMBLY

PROJECT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PLASTER

POWER SUPPLY ROOM

PROTON THERAPY EQUIPMENT VENDOR

PAINTED

PARTITION

POWER

QUALITY ASSURANCE

QUALITY CONTROL

QUARRY TILE

QUANTITY

RADIUS, RISER

RUBBER

REFLECTED CEILING PLAN

ROOF DRAIN

REINFORCED

REFRIGERATOR

REQUIRE(D)

RESILIENT

REVISION

REST ROOM

RESILIENT FLOORING

REQUEST FOR INFORMATION

RIGHT HAND REVERSE

ROOM

ROUGH OPENING

SOUTH

SCHEDULE(D)

SCHEMATIC

STATIC DISSIPATIVE TILE

SECTION

SQUARE FOOT (FEET)

SPRAY-APPLIED FIRE RESISTIVE MATERIAL

SHINGLES

SHEET

SIMILAR

SINGLE RECEPTACLE OUTLET

SKETCH

STANDPIPE

SPECIFICATION(S)

SQUARE

SOLID SURFACE

STONE

SOUND TRANSMISSION COEFFICIENT

STANDARD

STEEL

STORAGE

STAINLESS

STURCTURAL

SUPPLEMENTARY

SUSPENDED

TREAD

TOP OF

TO BE ANNOUNCED

TO BE DETERMINED

TRENCH DRAIN

TELEPHONE

TEMPORARY, TEMPERED

TOUNGE & GROOVE

THERMAL

THICK

THRESHOLD

THROUGH

TOILET

TOPOGRAPHY

TOP OF INSULATION

TOP OF SLAB/TOP OF STEEL

TOP OF WALL

TERRAZZO/TERRAZZO TILE

TUBE STEEL

THERMOSTAT

TELEVISION

TYPICAL

TERRAZZO

UNDERSIDE OF CEILING

UNDERSIDE OF SLAB

UNDERCUT

UNDERWRITERS LABORATORIES

UNLESS NOTED OTHERWISE

VOLT

VINYL BASE

VA PROVIDED / CONTRACTOR INSTALLED

VINYL COMPOSITION TILE

VERTICAL

VESTIBULE

VERIFY IN FIELD

VOLTAGE

VA PROVIDED / VA INSTALLED

VINYL WALL COVERING

WATT

WEST

WIDE

WITH

WITHOUT

WALL COVERING

WOOD

WINDOW

WOOD FLOORING

WORK ROOM

WATERPROOFING

WATER RESISTANT

WORK STATION

WEIGHT

WELDED WIRE FABRIC

EXTRA LARGE

YEAR

ACT

ALUMINUM

ARCHITECTURAL PLYWOOD

ASPHALT

BRICK MASONRY

CARPET

CAST STONE

CONCRETE MASONRY UNIT - CMU

CONCRETE

CORK

EARTH

EXTERIOR INSULATION FINISHING SYSTEM - EIFS

COARSE FILL

FINE FILL

FIRESAFING

GEOLOGICAL ROCK

GLASS

LEAD

LOOSE INSULATION

ORNAMENTAL METAL

OSB

PARTICLE BOARD

PLASTER / MORTAR

PLASTIC

ROUGH PLYWOOD

PRECAST CONCRETE

RESILIENT TILE

RIGID INSULATION

ROCK

SAND

SITE CLAY

STEEL

STONE

STRUCTURAL CLAY / TERRAZZO

TILE

WOOD

WOOD BLOCKING

WOOD BLOCKING - CONTINUOUS

MATERIALS KEY:

VERIFY ALL DIMENSIONS RELATING NEW CONSTRUCTION TO EXISTING CONSTRUCTION AND ALL DIMENSIONS RELATING NEW FLOOR ELEVATIONS TO EXISTING FLOOR ELEVATIONS. THE CONTRACTOR AND EACH SUBCONTRACTOR ARE RESPONSIBLE FOR REVIEWING AND COORDINATING ALL NEW WORK WITH ALL EXISTING CONDITIONS AND WITH ALL OTHER ADJACENT WORK. CHANGE ORDER REQUESTS WILL NOT BE APPROVED FOR CONDITIONS OR CONFLICTS THAT COULD HAVE REASONABLY BEEN DETERMINED BY THE BIDDER DURING BID, FIELD INSPECTION, OR FOR ANY CONDITIONS AND/OR CONFLICTS THAT COULD HAVE BEEN COORDINATED BY THE CONTRACTOR AND SUBCONTRACTORS AFTER AWARD OF CONTRACT. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ALL DISCREPANCIES AND SHALL OBTAIN

CLARIFICATION FROM THE ARCHITECT REGARDING DESIGN INTENT.

1.

UNLESS NOTED OTHERWISE, DIMENSIONS ON PLANS LOCATING INTERIOR PARTITIONS ARE TO FACE OF CONCRETE BLOCK, OR

FACE OF OUTER LAYER OF GYPSUM BOARD. DIMENSIONS IGNORE APPLIED CERAMIC TILE.

3.

GENERAL TRADE SHALL PATCH HOLES IN SLABS, PARTITIONS, AND CEILINGS CAUSED BY ANY TRADE AS FOLLOWS:4.

A). AT REMOVED DUCTWORK, CONDUIT, AND PIPING

B). AT NEW DUCTWORK, CONDUIT AND PIPING IN EXISTING PARTITIONS

C). AT ADDED OR REMOVED PARTITION MOUNTED ITEMS

WHERE EXPOSED TO VIEW, PATCHED SURFACES SHALL MATCH ADJACENT FINISHES. WORK SHALL MAINTAIN EXISTING

SEPARATION RATINGS.

5.

GENERAL TRADE SHALL REMOVE ACOUSTICAL TILE AND GYPSUM BOARD WHERE REQUIRED FOR MECHANICAL OR ELECTRICAL TRADES. REINSTALL ACOUSTICAL TILE AND PATCH GYPSUM BOARD WHEN WORK ABOVE CEILING HAS BEEN COMPLETED.

6.

UNLESS DIMENSIONED OTHERWISE, LOCATE DOOR FRAMES AS FOLLOWS:7.

A). FROM PARTITION PERPENDICULAR TO DOOR, TO HINGE PLATE ON DOOR FRAME: 4"

B). CROSS CORRIDOR DOUBLE DOORS: CENTER IN CORRIDOR

C). DOUBLE EGRESS DOORS: CENTER IN CORRIDOR

SEE SPECIFICATION SECTION 01 35 13 SPECIAL HOSPITAL PROCEDURES FOR INFECTION CONTROL / PHASING PLANS AND WORK

TIME LIMITATIONS.

8.

PROVIDE BLOCKING FOR ALL PARTITION MOUNTED ITEMS INCLUDING THOSE SHOWN ON THESE DRAWINGS TO BE PROVIDED

UNDER SEPARATE CONTRACT, SEE

10.

CORNER GUARDS INDICATED THUS (CG1, CG2) ON FLOOR PLANS, ARE TO BE SURFACE MOUNTED FROM TOP OF BASE TO

4'-0" HIGH. UNLESS NOTED OTHERWISE IN ROOM ELEVATIONS OR PLANS.

11.

HANDRAILS INDICATED THUS (HR1) ON FLOOR PLANS, SHALL BE AS SPECIFIED AND INSTALLED AT 2'-10" TO THE TOP OF HANDRAIL.

PROVIDE BLOCKING IN NEW METAL STUD PARTITIONS AT ALL HANDRAILS. TERMINATE HANDRAILS WITHIN 2" OF ALL DOOR

FRAMES, CORNERS, AND CORNER GUARDS.

12.

UNLESS OTHERWISE NOTED, EXTEND ROOM FINISHES AT CASEWORK AS FOLLOWS:14.

A). EXTEND FLOOR FINISH UNDER CASEWORK (EXCEPT AT CARPET AND INTEGRAL BASES).

B). EXTEND CERAMIC TILE (BOTH FULL HEIGHT & WAINSCOT) BEHIND CASEWORK (WALLCOVERING IS NOT REQUIRED

BEHIND CASEWORK.)

C). IT IS THE INTENT THAT ALL SURFACES CONCEALED BY CASEWORK BE FINISHED IN THE SAME MANNER AS THE

ROOM. ONCE CASEWORK IS IN PLACE, INSTALL ADDITIONAL BASE MATERIAL TO BASE UNIT. MATERIAL SHALL

MATCH ROOM BASE UNLESS NOTED OTHERWISE ON CASEWORK ELEVATIONS.

FOR MOUNTING HEIGHTS AND LOCATIONS OF DEVICES PROVIDED BY OTHER TRADES, SEE13.

FOR FLOOR TRANSITION DETAILS, SEE9.

PROVIDE SELF LEVELING UNDERLAYMENT WHERE RESILIENT FLOORING IS SCHEDULED. PREPARE EXISTING FLOORING AS

REQUIRED FOR SELF LEVELER.

15.

WHERE MECHANICAL EQUIPMENT DOES NOT ALLOW STUDS TO EXTEND TO STRUCTURE, PROVIDE STRUCTURAL METAL STUD BOX HEADER BENEATH ALL EQUIPMENT. BOX HEADER SHALL BE CONSTRUCTED OF (2) STRUCTURAL STUDS LAID ON THEIR BACK SIDE UTILIZING THE SAME DIMENSION STUDS AS THE WALL BE CONSTRUCTED (IE, 3 5/8"). OPENINGS BETWEEN 8'-0" AND 12'-0" SHALL UTILIZE .0451 THICKNESS STUDS. OPENINGS LESS THAN 8'-0" SHALL UTILIZE .0346 THICKNESS STUDS.

16.

UNLESS NOTED OTHERWISE, CASEWORK ON A400 SERIES SHEETS IS PLASTIC LAMINATE.17.

DOOR ELEVATIONS SHOWN IN ROOM ELEVATIONS ARE SYMBOLIC REPRESENTATIONS ONLY AND DO NOT REFLECT SCHEDULED

DOOR ELEVATIONS. SEE DOOR SCHEDULE FOR ACTUAL DOOR PANEL ELEVATION.

18.

THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH THAT OF THE OWNER'S WORKFORCE, THE OWNER'S SEPARATE CONTRACTORS AND WITH THE ITEMS/WORK SUPPLIED BY OWNER FOR THE CONTRACTOR TO INSTALL, IF ANY.

COORDINATION SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:

2.

A). INCLUDING AND MAINTAINING THE OWNER'S WORK/ISSUES IN THE PROJECT SCHEDULE

B). ESTABLISHING CRITICAL DATES FOR DELIVERY, INSTALLATION, ETC.

C). PROVIDE AND COORDINATE RECEIVING FOR MATERIAL DELIVERIES, LOADING DOCK ACCESS, HOISTING AND

TEMPORARY SERVICES.

D). PROVIDE AND COORDINATE ALL BLOCKING, SUPPORT, BRACING, ETC., AS REQUIRED FOR WORK BY OWNER'S

WORKFORCE, THE OWNER'S SEPARATE CONTRACTORS AND/OR ITEMS/WORK SUPPLIED BY OWNER FOR THE

CONTRACTOR TO INSTALL.

GENERAL NOTES:

-------------- 2 G012

-------------- 7 A601

-------------- 14 A503

OPENING NUMBER

OPENING WIDTH

OPENING NUMBER

BORROWED LITE /

PASS THRU

BL/PT

SECTION NUMBER

SHEET NUMBER

36"

PARTITION TYPE

WINDOW TYPE

NEW DOOR

NEW ELEVATION

LOCATION OF CEILING

MOUNTED EQUIPMENT

SUPPORT ABOVE

A.D.A. ACCESSIBLE(A)

KEYED NOTE

CORNER GUARD

EXISTING DOOR

EXISTING ELEVATION

EXISTING

CONSTRUCTION

TO BE REMOVED

(SHORT DASHES)

EQUIPMENT IN

SEPARATE CONTRACT

E

WALL

CEILING HEIGHT

PARENTHESIS INDICATES

EXISTING CEILING HEIGHT

CEILING TYPE/FINISH

CEILING MATERIAL

FINISH TYPE

ROOM

CEILING HEIGHT

PARENTHESIS INDICATES

EXISTING CEILING HEIGHT

8'-0"

8'-0"

A1 A101

DETAIL NUMBER

SHEET NUMBER

A1 A101

A1

A101

ELEVATION NUMBER

SHEET NUMBER

ROOM NAME

ROOM NAME

VIEW TITLE

SCALE17

VIEW NUMBER

ON SHEET

NEW COLUMN GRID

EXISTING COLUMN GRID

D01

A0C

SYMBOLS:

PRECAST CONCRETE PANEL

FACE BRICK

4' -0

4'-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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

224 SOUTH MICHIGAN AVENUE | SUITE 1400

CHICAGO, ILLINOIS 60604-2595

(312) 554-1400

ARCHITECTURE | PLANNING | INTERIOR DESIGN

EXPANDED COMMUNITY

LIVING CENTER (CLC)

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.berners-schober.com

R.A. Smith National Beyond Surveying and Engineering www.rasmithnational.com

16745 West Bluemound Road Brookfield, WI 53005-5938

(262) 781-1000

BID DOCUMENTS

FULLY SPRINKLERED

Comm. Number: 5700.01

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G011

585-335ABBREVIATIONS, MATERIALS,

SYMBOLS & GENERAL NOTES

June 4, 2018 DWG. 3 OF 131

1" = 1'-0"

MOCK-UP PANEL1

Revisions: Date:

65% CD Submittal 3/2/2017 95% CD Submittal 5/1/2017

TYPICAL WALL BASE

1. ALL MOUNTING HEIGHTS ARE TYPICAL UNLESS NOTED OTHERWISE

2. REFER TO INTERIOR ELEVATIONS FOR ATYPICAL MOUNTING HEIGHTS

3. REFER TO INTERIOR ELEVATIONS FOR HORIZONTAL DIMENSIONS

4. VERIFY FINAL LOCATIONS WITH OWNER

5. FIRETREATED 2X12 BLOCKING FOR ALL ACCESSORIES U.N.O., TYPICAL. SEE:

GENERAL TYPICAL MOUNTING HEIGHTS NOTES:

-------------- 2 G012

MIRROR TOWEL SHELF CLOTHES HOOK SOAP DISPENSER

PAPER TOWEL

DISPENSER BABY CHANGING STATION

SANITARY NAPKIN

DISPENSER

SANITARY NAPKIN

DISPOSALHAND SANITIZER DISPENSER SHARPS

CONTAINER WALL

SAFE

LATEX GLOVE

BOX HOLDER

SWING UP GRAB BAR SWING UP GRAB BAR

GRAB BAR REAR WALL GRAB BAR SIDE WALL

ROLL TOILET

TISSUE DISPENSER

TYPICAL ADA ROLL-IN SHOWER ELEVATION

18"

" 48

" T

O H

IG

H

ES

T

C O

N

TR

O L

" T

O H

IG

H

ES

T

C O

N

TR

O L

"48

" T O

H

IG

H

ES

T C

O N

TR

O

L

" T

O H

IG

H

ES

T

C O

N

TR

O L

" T

O D

IS

PE

N

SE

R

29"

" M

AX

IM

U M

/4

36"

12"

MIN.

/4

42"

54"

12"

40"

8"

ADA CLEARANCE SPACE. EXCEPT OTHER

GRAB BARS, SHOWER CONTROLS AND

OTHER PLUMBING CONTROLS, NO ITEMS

SHALL BE PROTRUDING INTO THIS SPACE.

IC

C

/A N

SI

" M

IN

. P

ER

" M

AX

6.

ACCESSIBLE SHOWER SEAT

1 1/2" MAX.

5'-0" MIN CLEAR

BACKWALL

27" MAX. CONTROL

REACH RANGE

SLIDE BAR FOR

HAND-HELD SHOWER

8"

MOP / BROOM

HOLDER

WALL MOUNTED

TELEVISION

VE

R

IF

Y

H

EI

G H

T

BY

O W

N

ER

TOP OF SPOUT

WATER COOLER

WITH BOTTLE FILL

STATION

NO ELECTRICAL

DEVICES

ALLOWED

WITHIN THIS

AREA

12"

RECESSED

SOAP DISH

/2

11 1/2"

TOWEL BAR

24"

WIPES RACK

WIPES

HOLDER

" T

O T

O P

O F

W

IP

ES

15 3/4" 15 3/4"

BARIATRIC ADA ROLL-IN SHOWER ELEVATION

CURTAIN

RECESSED

SOAP DISH

AT

L

O W

ES

T

PO

IN

T

" T O

T O

P O

F H

EA

D

CURTAIN

3'-4"

ENDWALL

CURTAIN

3'-4"

ENDWALL

RECESSED

SOAP DISH

5'-0" MIN CLEAR

BACKWALL

SLIDE BAR FOR

HAND-HELD SHOWER

CURTAIN

AT

L

O W

ES

T

PO

IN

T

" T O

T O

P O

F H

EA

D

30"

6" MAX.

6" MAX.

48"

ADA CLEARANCE SPACE. EXCEPT OTHER

GRAB BARS, SHOWER CONTROLS AND

OTHER PLUMBING CONTROLS, NO ITEMS

SHALL BE PROTRUDING INTO THIS SPACE.

SHELF

MARKER

BOARD

" U

.N .O

SEE MARKER BOARD

SCHEDULE ON I001

FOR SIZES

24" 30"

CLOTHES HOOK

AT DOORS

REFER TO STRUCTURAL 8/SF-811 FOR STEEL TUBE

REINFORCING IN WALL AT ALL SWING UP GRAB BARS

ALL HOOKS MOUNTED TO DOORS

SHOULD BE ATTACHED WITH 3M

RELEASABLE ADHESIVE STRIP

CONTRACTOR TO VERIFY LOCATION

OF BLOCKING FOR TV MOUNT WITH

OWNER

SPECIAL

VERTICAL BLOCKING

STANDARD

HORIZONTAL BLOCKING

WOOD

BLOCKING

METAL

STUDS

SAWCUT

BLOCKING TO

RECEIVE METAL

STUD FLANGE

USE WHERE ITEM BEING

MOUNTED EXERTS A

DOWNWARD TWISTING FORCE

(FOLDING COUNTER

BRACKETS, TV BRACKETS,

ETC.)

USE WHERE ITEM BEING

MOUNTED DOES NOT

EXERT A DOWNWARD

FORCE (CABINETS, GRAB

BARS, VIEW BOXES,

MARKER BOARDS ETC.)

1 1/2"

11 1/4" TYP.

4'-0"

M

INIM

UM

1 1/2"

11 1/4" TYP.

NOTE:

FIRETREATED 2X12

BLOCKING, TYPICAL

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

224 SOUTH MICHIGAN AVENUE | SUITE 1400

CHICAGO, ILLINOIS 60604-2595

(312) 554-1400

ARCHITECTURE | PLANNING | INTERIOR DESIGN

EXPANDED COMMUNITY

LIVING CENTER (CLC)

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.berners-schober.com

R.A. Smith National Beyond Surveying and Engineering www.rasmithnational.com

16745 West Bluemound Road Brookfield, WI 53005-5938

(262) 781-1000

BID DOCUMENTS

FULLY SPRINKLERED

Comm. Number: 5700.01

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JAH JAP

G012

585-335TYPICAL MOUNTING HEIGHTS

June 4, 2018 DWG. 4 OF 131

3/8" = 1'-0"

ACCESSORY SCHEDULE AND MOUNTING HEIGHTS1

1" = 1'-0"

WOOD BLOCKING ISOMETRIC2

Revisions: Date:

65% CD Submittal 3/2/2017

NOTE SHEET

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

224 SOUTH MICHIGAN AVENUE | SUITE 1400

CHICAGO, ILLINOIS 60604-2595

(312) 554-1400

ARCHITECTURE | PLANNING | INTERIOR DESIGN

EXPANDED COMMUNITY

LIVING CENTER (CLC)

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301

920-432-4865 | www.berners-schober.com www.rasmithnational.com

16745 West Bluemound Road

Brookfield, WI 53005-5938

(262) 781-1000

BID DOCUMENTS

KEY PLAN:

FULLY SPRINKLERED

Comm. Number: 5700.01

Revisions: Date:

CJ-100

585-335

June 4, 2018

635 • 49801• 906-774-3440

200 • 49938• 906-932-5048

12041 • 49866• 906-475-7448

ABBREVIATIONS

1.800.482.7171

M

I

S

S D

I

G

GENERAL PLAN NOTES

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING WATER SHUT-OFF

EXISTING POWER POLE OR PP W/LIGHT

UTILITY POLE GUY

EXISTING ROAD SIGN

SURVEY CONTROL POINT

TREE DECIDUOUS OR CONIFEROUS

EXISTING STORM SEWER

EXISTING WATER MAIN

EXISTING ROAD CENTERLINE

EXISTING FENCE

EXISTING MAILBOX

EXISTING TREE LINE

EXISTING UTILITY PEDESTAL

EXISTING ELECTRICAL MANHOLE

EXISTING TELEPHONE POLE

EXISTING GAS MANHOLE

EXISTING LIGHT POLE OR POLE W/ARM

EXISTING IRON PIN

EXISTING FLAG POLE

EXISTING UNDERGROUND ELECTRIC

EXISTING SANITARY SEWER

PROPOSED SANITARY MANHOLE

PROPOSED SANITARY SEWER

ADJUST

EXISTING UNDERGROUND TELEPHONE

CP100

EXISTING DRAINAGE STRUCTURE

EXISTING UNDERGROUND FIBER OPTIC

PROPOSED STORM SEWER

EXISTING GAS VALVE

REMOVE

PROPOSED WATER MAIN

EXISTING SANITARY MANHOLE

EXISTING STORM CATCH BASIN

PROPOSED WATER VALVE

PROPOSED HYDRANT ASSAMBLY

PROPOSED CORPORATION STOP

PROPOSED CURB STOP AND BOX

PROPOSED 90° ELBOW

PROPOSED BEND (ANGLE AS NOTED)

PROPOSED CROSS

PROPOSED END CAP

EXISTING GAS LINE

STANDARD SYMBOLS

TRAFFIC CONTROL NOTES

UTILITY NOTES

ABANDONED GAS LINEEXISTING FORCE MAIN

ROW EASEMENT

NOTE: ALL UTILITIES SHOWN ARE APPROXIMATE AND MAY BE

INCOMPLETE. FOR PROTECTION OF UNDERGROUND UTILITIES, AND

IN CONFORMANCE WITH PUBLIC ACT 174, 2014, THE CONTRACTOR

SHALL CALL TOLL FREE 811 OR 1-800-482-7171 A MINIMUM OF

THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS, AND

HOLIDAYS, BUT NO MORE THAN 14 CALENDAR DAYS, PRIOR TO

BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES

HAVE NOT BEEN PREVIOUSLY LOCATED. ALL "MISS DIG"

PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS

DOES NOT RELIEVE THE CONTRACTOR FROM NOTIFYING UTILITY

OWNERS WHO MAY NOT BE PART OF THE "MISS DIG" ALERT SYSTEM.

1. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES NOT ACQUIRED BY THE OWNER BEFORE STARTING CONSTRUCTION, A COPY OF WHICH SHALL BE PROVIDED TO ENGINEER IF REQUESTED. ALL SUCH PERMIT AND LICENSE FEES SHALL BE

THE SOLE EXPENSE OF THE CONTRACTOR.

2. OWNER OR ENGINEER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED OF THE CONTRACTOR TO PERFORM THEIR WORK.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SECURING AND PROTECTING THE PROJECT SITE. THIS MAY INCLUDE , BUT IS NOT LIMITED TO, CONSTRUCTION PERIMETER FENCING, SIGNAGE, AND PROTECTION OF EXCAVATIONS.

4. THE UTILITIES SHOWN ON THE PLANS ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS (ALL UTILITIES MAY NOT BE SHOWN).

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE OWNERS OF THE RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO EXCAVATION.

5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR SHOWN ON THE DRAWINGS. SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL REPORTING TO ENGINEER FOR CLARIFICATION OR CORRECTION.

6. ALL OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS

OBSTACLES THAT MAY INTERFERE.

7. ANY INSPECTION BY THE CITY, COUNTY, STATE, FEDERAL, OR ENGINEER SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODES, REGULATIONS AND PROJECT CONTRACT

DOCUMENTS.

8. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND CURRENT MDOT STANDARD PLANS UNLESS SHOWN OTHERWISE IN THIS PLAN SET OR ADDRESSED IN THE TECHNICAL SPECIFICATIONS.

9. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET THE INTENT OF THE PROJECT CONTRACT DOCUMENTS BUT NOT SPECIFICALLY CALLED OUT THEREIN, ALL APPLICABLE AGENCY REQUIREMENTS, AND ANY OTHER WORK AS MAY BE NECESSARY

TO PROVIDE A COMPLETED PROJECT.

10. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES. ANY DAMAGE TO EXISTING UTILITIES, WHETHER THE UTILITY WAS SHOWN OR NOT ON THESE PLANS SHALL BE REPAIRED/REPLACED AT THE CONTRACTOR'S EXPENSE.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PUBLIC OR PRIVATE PROPERTY OR UTILITIES CAUSED DURING CONSTRUCTION AND SHALL COORDINATE ACTIVITIES WITH UTILITY COMPANIES FOR GAS, TELEPHONE & ELECTRICAL U.G. LOCATIONS &

ANY RELOCATIONS AS NECESSARY.

12. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, 2014, THE CONTRACTOR SHALL CALL TOLL FREE 1.800.482.7171 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS & HOLIDAYS, PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. ALL PARTICIPATING "MISS DIG" MEMBERS WILL BE THUS ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR FROM NOTIFYING UTILITY OWNERS

WHO MAY NOT BE PART OF THE "MISS DIG" ALERT SYSTEM.

13. THE CONTRACTOR SHALL COORDINATE WITH THE TELEPHONE & CABLE UTILITY COMPANY FOR CONSTRUCTION NEAR OR CROSSING THE FIBER OPTIC CABLES OR OTHER BURIED PHONE WIRES. CONTRACTOR SHALL HAND DIG NEAR THE CABLE/WIRE AND CONFORM TO ALL PRECAUTIONS SET FORTH BY THE UTILITY FOR FIBER OPTIC CABLES. WORK NEAR FIBER OPTIC CABLES SHALL NOT BE PAID FOR

SEPARATELY.

14. TRENCH DEWATERING SHALL BE CONSIDERED INCIDENTAL TO UTILITY CONSTRUCTION & NO SPECIFIC PAYMENTS SHALL BE MADE FOR

DEWATERING WORK.

15. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING DIMENSION OR OBTAINING

CLARIFICATION FROM THE ENGINEER BEFORE CONTINUING CONSTRUCTION.

16. WHEN CONTRADICTIONS OCCUR BETWEEN PLANS & SPECIFICATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

CLARIFICATION FROM THE ENGINEER BEFORE CONTINUING WITH CONSTRUCTION.

17. DURING CONSTRUCTION, DISPOSAL OF EXCESS MATERIAL SHALL NOT BE PERMITTED IN A WETLAND OR ADJACENT AREAS, UNLESS

PERMITS ARE OBTAINED FROM THE APPROPRIATE REGULATORY AGENCIES.

18. EXISTING CULVERTS ARE TO BE PROTECTED DURING CONSTRUCTION AT ALL TIMES. THESE CULVERTS MAY HAVE TO BE REMOVED TEMPORARILY FOR PLACEMENT OF PROPOSED MAIN OR LATERALS. THEY ARE TO BE REUSED EXCEPT AS SHOWN ON THE PLANS.

19. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING UTILITIES DURING THE CONSTRUCTION OF THE PROPOSED WORK. FLOW SHALL BE MAINTAINED IN THE EXISTING SEWERS DURING THE CONSTRUCTION OF THE PROJECT BY USE OF SUFFICIENT TEMPORARY BYPASS CONNECTIONS OR BY BYPASS PUMPING. PAYMENT FOR THIS WORK SHALL BE CONSIDERED INCLUDED IN THE

PAYMENT FOR ALL OTHER ITEMS OF WORK.

20. THE CONTRACTOR SHALL GIVE WRITTEN NOTICE TO AFFECTED SEWER & WATER CUSTOMERS, 24 HOURS PRIOR TO ANY ANTICIPATED

SERVICE INTERRUPTION.

21. CONTRACTOR SHALL NOTIFY THE LOCAL FIRE DEPARTMENT, AMBULANCE SERVICES & ANY OTHER AFFECTED SERVICES 48 HOURS IN ADVANCE OF ANY TEMPORARY STREET CLOSURE & DURATION. UNDER NO CIRCUMSTANCES SHALL A STREET BE CLOSED OVERNIGHT

WITHOUT APPROVAL.

22. UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIFICATIONS, REMOVED ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR

AND DISPOSED OF OFF-SITE.

23. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE PROJECT SITE AT ALL TIMES. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL FIRST BE APPROVED BY ENGINEER AND WHEN NECESSARY THOSE AGENCIES AFFECTED BY THE ALTERATION. ANY VARIATIONS FROM THESE PLANS SHALL BE

DOCUMENTED ON THE CONSTRUCTION PRINTS AND TRANSMITTED TO ENGINEER.

24. PLACE INLET FILTERS FOR EROSION CONTROL UPON COMPLETION OF DRAINAGE STRUCTURES. FILTER MAY BE REMOVED FOLLOWING

THE FIRST PAVING COURSE PLACEMENT.

25. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITHIN 5 CALENDAR DAYS OF FINAL GRADING.

26. ALL INLETS, EXISTING AND PROPOSED ARE TO BE PROTECTED ACCORDING TO THE DETAIL FOR INLET PROTECTION.

27. ALL EXISTING PUBLIC LAND SURVEY CORNERS, PROPERTY CONTROLLING CORNERS AND ALIGNMENT CONTROL POINTS SHALL BE LOCATED AND PRESERVED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. IT MAY BE NECESSARY TO PLACE OR ADJUST

MONUMENT BOXES AS REQUIRED.

28. ALL CONCRETE TO BE TYPE "B" PER SPECIFICATION SECTION 320523 CEMENT AND CONCRETE FOR EXTERIOR IMPROVEMENTS.

1. SERVICE LINES MAY NOT BE WHERE SHOWN IN

PLANS. VERIFY EXACT LOCATION PRIOR TO

CONSTRUCTION AND REMOVAL OF SIDEWALKS

AND CURBS.

2. PROPOSED SANITARY SEWER LATERAL

LOCATIONS ARE NOT SHOWN ON THE PLANS.

CONTRACTOR MUST COORDINATE CONNECTION

LOCATION WITH PROPERTY OWNER TO EITHER

CONNECT TO EXISTING SANITARY SEWER

LATERAL OR TO CONNECT TO A NEW LOCATION

BY PROPERTY OWNER.

3. CONTRACTOR IS TO VERIFY THE DEPTH OF

EXISTING WATER MAIN WHEN A SANITARY

SERVICE LINE WILL CROSS. EXPOSE EXISTING

WATER MAIN PRIOR TO CONSTRUCTING SEWER

LATERAL TO ALLOW ADJUSTMENTS IN THE SEWER

LATERAL ELEVATION.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

TRAFFIC CONTROL RELATED TO CONSTRUCTION

OF THE PROJECT. ALL TRAFFIC CONTROL SHALL

BE PERFORMED IN ACCORDANCE WITH THE

LATEST EDITION OF THE MICHIGAN MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE ERECTION AND PLACEMENT OF ALL THE

REQUIRED SIGNING AS OUTLINED IN THE ABOVE

MENTIONED MANUAL. THE CONTRACTOR SHALL

PROVIDE AND MAINTAIN ALL SUCH OTHER

TRAFFIC CONTROL DEVICES WHICH WILL

ADEQUATELY WARN AND ALERT DRIVERS OF

CONSTRUCTION HAZARDS.

3. DEPENDING UPON THE TYPE AND LOCATION OF

THE WORK ACTIVITIES, THE CONTRACTOR SHALL

PLACE SPEED ADVISORY SIGNING IN

ACCORDANCE WITH THE LATEST EDITION OF THE

MICHIGAN MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES.

4. IN ADDITION TO THE INDICATED WARNING SIGNS

AND BARRICADES, TYPE II BARRICADES WITH

AND WITHOUT LIGHTS, SHALL BE PLACED NEAR

EACH PARTICULAR HAZARD AREA WHEN

NECESSARY, OR AS DIRECTED BY ENGINEER, IN

ACCORDANCE WITH THE LATEST EDITION OF THE

MICHIGAN MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES.

LFT - LINEAR FOOT

VFT - VERTICAL FOOT

TBA - TO BE ABANDONED

TBR - TO BE REMOVED

EXSANMH - EXISTING SANITARY MANHOLE

SANMH - PROPOSED SANITARY MANHOLE

CP - SURVEY CONTROL POINT

B.M. - BENCHMARK

RCP - REINFORCED CONCRETE PIPE

PVC - POLY VINYL CHLORIDE

D.I. - DUCTILE IRON

ROW - RIGHT OF WAY

DRST - PROPOSED DRAINAGE STRUCTURE

SIDEWALK TO BE REPLACED FOR

UTILITY LATERAL

D

SAN

SS

W G

T

E

OR

OR

IP

GV

OSW

WV

OR

OR

G

E

FO

UTILITY CONTACTS

CITY OF IRON MOUNTAIN - WATER/WASTE WATER

DEPARTMENT OF PUBLIC WORKS

125 N. STEPHENSON AVENUE

(906) 774-0722

CONTACT - THOMAS SCOTT

SUPERVISOR

DTE ENERGY

1250 MICHCON LANE

KALKASKA, MI 49837

(231) 258-3785

CONTACT - MATT LOGAN

PUBLIC IMPROVEMENT SUPERVISOR

AT&T TELEPHONE COMPANY

211 EAST "B" STREET

IRON MOUNTAIN, MI 49801

(906) 779-2744

CONTACT - MARSHA BERTOLDI

CHARTER COMMUNICATIONS

385 WOODWARD AVENUE

IRON MOUNTAIN, MI 49801

(906) 774-7859

CONTACT - SCOTT BEASTER

WE ENERGIES

800 S. LYNNDALE DRIVE

APPLETON, WI 54914

(920) 380-3545

CONTACT - CHRIS HAUSER

SUPERVISOR FIELD SERVICES

NSIGHT/CELLCOM

450 SECURITY BLVD.

GREEN BAY, WI 54313

(920) 617-7316

CONTACT - RICK VINCENT

VERIZON WIRELESS\PENNINSULA FIBER NETWORK

PENNINSULA FIBER NETWORK, LLC

P.O. BOX 9 / 204 STATE STREET

BARAGA, MI 49908

(906) 353-6644 jfrench@up.net

CONTACT - JON FRENCH

PROJECT MANAGER/ENGINEER

KVR JMG DWG. 7 OF 131

65% CD Submittal 3/2/2017

1138.886

CP-1

1137.905

CP-102

1137.687

CP-103

WV

WV

WV

WV

WV

WV

PB

PB

PB PB

FO

FO

FO

FO

T T

T T

T

T

TT

T

T T T T

T

T

T

SIGN

BENCH MARK / CONTROL POINT TABLE

POINT NAME

CP-1

CP-102

CP-103

Y

376661.945

376471.633

376204.075

X

25975818.350

25975583.740

25975581.560

ELEVATION

1138.89

1137.90

1137.69

DESCRIPTION

REBAR & CEC CAP (BM)

REBAR & CEC CAP (BM)

REBAR & CEC CAP (BM)

MULCH AREA

MULCH AREA

CONC.

CONC.

CONC.

SW

SW

SW

SW

SWSW

ASPH.

ASPH.

Y = 376372.557 X = 25975761.790

PARKING LOT

(ASPHALT)

SAN SAN SAN SAN SAN SAN

SS

Structure Table

Structure Name

SANMH 1

SANMH 2

SANMH 3

SANMH4

STCB 4

Structure Details

RIM = 1140.15

INV IN = 1123.85 (E)

INV OUT = 1123.79 (NW)

RIM = 1145.51

INV IN = 1125.11 (E)

INV IN = 1125.24 (S)

INV OUT = 1125.09 (W)

RIM = 1146.17

INV IN = 1125.64 (E)

INV IN = 1125.55 (S)

INV OUT = 1125.50 (W)

RIM = 1136.96

INV IN = 1122.91 (SE)

RIM = 1139.27

INV OUT = 1133.31 (NW)

SANMH 1

SANMH 2

SANMH 3

STCB 4

E E

E E

E

E

E

E

E

E

E

E

E

E

E

W

W

W

W W

W

W W W W W

TTTT

SAN

SAN

SAN

SAN

SAN

W

WWW

W

W W

W W

SANMH4

FO

FO

FO

W E

S

N

00 40' 80'

UTILITY CONTACTS

CITY OF IRON MOUNTAIN - WATER/WASTE WATER

DEPARTMENT OF PUBLIC WORKS

125 N. STEPHENSON AVENUE

(906) 774-0722

CONTACT - THOMAS SCOTT

SUPERVISOR

DTE ENERGY

1250 MICHCON LANE

KALKASKA, MI 49837

(231) 258-3785

CONTACT - MATT LOGAN

PUBLIC IMPROVEMENT SUPERVISOR

AT&T TELEPHONE COMPANY

211 EAST "B" STREET

IRON MOUNTAIN, MI 49801

(906) 779-2744

CONTACT - MARSHA BERTOLDI

CHARTER COMMUNICATIONS

385 WOODWARD AVENUE

IRON MOUNTAIN, MI 49801

(906) 774-7859

CONTACT - SCOTT BEASTER

WE ENERGIES

800 S. LYNNDALE DRIVE

APPLETON, WI 54914

(920) 380-3545

CONTACT - CHRIS HAUSER

SUPERVISOR FIELD SERVICES

NSIGHT/CELLCOM

450 SECURITY BLVD.

GREEN BAY, WI 54313

(920) 617-7316

CONTACT - RICK VINCENT

VERIZON WIRELESS\PENNINSULA FIBER NETWORK

PENNINSULA FIBER NETWORK, LLC

P.O. BOX 9 / 204 STATE STREET

BARAGA, MI 49908

(906) 353-6644 jfrench@up.net

CONTACT - JON FRENCH

PROJECT MANAGER/ENGINEER

PB

CONIFEROUS TREE

DECIDUOUS TREE

VENT

SANITARY MANHOLE

WATER VALVE

PULL BOX

SINGLE POST SIGN

LARGE SIGN

LIGHT POST / YARD LIGHT

SIGN

LEGEND

UNDERGROUND TELEPHONE LINET

UNDERGROUND FIBER OPTIC LINEFO

BENCH

CATCH BASIN

STORM SEWER PIPESS

SANITARY SEWER PIPESAN

(SIZE)

(SIZE)

UNDERGROUND ELECTRICE

WATER MAINW

(SIZE)

EXISTING CLC BUILDING

(BASEMENT ELEVATION = 1134.82)

(FIRST FLOOR ELEVATION = 1147.78)

(ROOF ELEVATION = 1160.72)

(PARAPET ELEVATION = 1163.62)

NOTE:

UTILITIES THAT ARE SHOWN ON THIS MAP ARE BASED

ON UTILITY LOCATES AND WHAT WAS VISIBLE.

WATER MAIN LINES ARE APPROXIMATE AND MUST

BE FIELD VERIFIED.

COMMEMORATIVE

PARK LIMITS

10"

10"

8"

8"

10" 10"

12"

8"

4" HDPE

WV

8" D.I. PIPE

2" HDPE

4" HDPE

EXISTING SITE PLAN

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

224 SOUTH MICHIGAN AVENUE | SUITE 1400

CHICAGO, ILLINOIS 60604-2595

(312) 554-1400

ARCHITECTURE | PLANNING | INTERIOR DESIGN

EXPANDED COMMUNITY

LIVING CENTER (CLC)

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301

920-432-4865 | www.berners-schober.com www.rasmithnational.com

16745 West Bluemound Road

Brookfield, WI 53005-5938

(262) 781-1000

BID DOCUMENTS

KEY PLAN:

FULLY SPRINKLERED

Comm. Number: 5700.01

Revisions: Date:

CS-200

585-335

June 4, 2018

635 • 49801• 906-774-3440

200 • 49938• 906-932-5048

12041 • 49866• 906-475-7448

KVR JMG DWG. 8 OF 131

65% CD Submittal 3/2/2017

1137.905

CP-102

WV

WV

WV

WV

WV

WV

PB

PB

PB PB

FO

FO

FO

FO

T T

T T

T

T

TT

T

T T T T

T

T

T

SIGN

BENCH MARK / CONTROL POINT TABLE

POINT NAME

CP-1

Y

376661.945

X

25975818.350

ELEVATION

1138.89

DESCRIPTION

REBAR & CEC CAP (BM)

SAN SAN SAN SAN SAN SAN

SS

SANMH 1

SANMH 2

SANMH 3

STCB 4

E E

E E

E

E

E

E

E

E

E

E

E

E

E

W

W

W

W W

W

W W W W W

TTTT

SAN

SAN

SAN

SAN

SAN

W

WWW

W

W W

W W

SANMH4

FO

FO

FO

XXXX XXXX XXXXXXXXXXXXXXXX

11461145

CONC.

CONC.

CONC.

SW

SW

SW

SW

SWSW

ASPH.

ASPH.

PARKING LOT

(ASPHALT)

EXISTING CLC BUILDING

(BASEMENT ELEVATION = 1134.82)

(FIRST FLOOR ELEVATION = 1147.78)

(ROOF ELEVATION = 1160.72)

(PARAPET ELEVATION = 1163.62)

COMMEMORATIVE

PARK LIMITS

CONIFEROUS TREE

DECIDUOUS TREE

VENT

SANITARY MANHOLE

WATER VALVE

PULL BOX

SINGLE POST SIGN

LARGE SIGN

LIGHT POST / YARD LIGHT

LEGEND

UNDERGROUND TELEPHONE LINET

UNDERGROUND FIBER OPTIC LINEFO

BENCH

CATCH BASIN

STORM SEWER PIPESS

SANITARY SEWER PIPESAN

(SIZE)

(SIZE)

10"

10"

8"

8"

10" 10"

12"

8"

UNDERGROUND ELECTRICE

WATER MAINW

(SIZE)

W E

S

N

00 40' 80'

PB

SIGN

WV

R

R

R

TELEPHONE AND FIBER OPTIC LINES.

COORDINATE WITH UTILITY

COMPANIES.

ABANDON EXISTING WATER IN PLACE,

FILL WITH FLOWABLE FILL AND BULKHEAD

RELOCATE ELECTRIC

PULL BOX

R

XXXX XXXX

ASPHALT REMOVAL

CONCRETE SIDEWALK REMOVAL

UTILITY LINE, CURB, AND FENCE REMOVAL

ASPHALT SAW CUT REQUIRED

REMOVAL LEGEND

REMOVAL ITEMS

RELOCATE YARD

HYDRANT

R

R

R

RELOCATE BENCH

(SEE SITE LAYOUT

AND GRADING PLAN)

SITE DEMOLITION PLAN

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

224 SOUTH MICHIGAN AVENUE | SUITE 1400

CHICAGO, ILLINOIS 60604-2595

(312) 554-1400

ARCHITECTURE | PLANNING | INTERIOR DESIGN

EXPANDED COMMUNITY

LIVING CENTER (CLC)

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301

920-432-4865 | www.berners-schober.com www.rasmithnational.com

16745 West…