Part1_S02 Combined Dwgs BD 11-12-20.pdf

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT LOCATION MAP

PROJECT SITE MAP - AREA A PROJECT SITE MAP - AREA B

/7 /2

:2

:1

A

M

GI001

COVER

1 4RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249

VA PROJECT #: 652-CSI-204 APOGEE PROJECT #: 19-088

LCW

DRAWING LIST

GENERAL

GI001 COVER 1 4

GI002 FIRST FLOOR LIFE SAFETY 2 4

GI003 INFECTION CONTROL RISK ASSESSMENT - (ICRA) 3 4

GI004 INTERIM LIFE SAFETY PLAN 4 4

SITE SURVEY

V101 SITE SURVEY 1 2

V-102 SITE SURVEY - AREA B 2 2

CIVIL

CD101 CIVIL DEMOLITION PLAN 1 10

CS101 CIVIL SITE PLAN 2 10

CS501 CIVIL DETAILS 3 10

CG101 CIVIL GRADING & DRAINAGE PLAN 4 10

CG102 EROSION AND SEDIMENTATION CONTROL PLAN 5 10

CG201 STORM DRAINAGE PROFILES 6 10

CG501 STORM DRAINAGE DETAILS (1 OF 2) 7 10

CG502 STORM DRAINAGE DETAILS (2 OF 2) 8 10

CG503 EROSION CONTROL DETAILS 9 10

CU101 CIVIL UTILITY PLAN 10 10

STRUCTURAL

S-001 NOTES & SCHEDULES 1 10

S-101 FOUNDATION PLAN 2 10

S-102 SLAB-ON-GRADE PLAN 3 10

S-103 WALL PLAN 4 10

S-104 ROOF PLAN 5 10

S-201 WALL SECTIONS 6 10

S-202 WALL SECTIONS 7 10

S-301 COLUMN/BEAM DETAILS 8 10

S-302 DETAILS 9 10

S-303 DETAILS 10 10

ARCHITECTURAL

AD101 FIRST FLOOR DEMOLITION PLAN 1 35

A001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 2 35

A002 PARTITION TYPES AND DETAILS 3 35

A-101 FIRST FLOOR PLAN 4 35

A-102 ROOF PLAN 5 35

A-110 FIRST FLOOR REFLECTED CEILING PLAN 6 35

A-201 EXTERIOR ELEVATIONS AND BUILDING SECTIONS 7 35

A-202 BUILDING SECTIONS 8 35

A-203 MRI MAGNETIC SHIELDS 9 35

A-301 WALL SECTIONS 10 35

A-302 WALL SECTIONS 11 35

A-401 ENLARGED FLOOR PLAN LAYOUTS 12 35

A-501 EXTERIOR WALL AND COLUMN DETAILS 13 35

A-601 DOOR SCHEDULE, TYPES, DETAILS 14 35

A-701 WINDOW ELEVATIONS AND DETAILS 15 35

QH101 SIEMENS MRI - MAGNETOM VIDA 16 35

QH102 SIEMENS MRI - MAGNETOM VIDA 17 35

QH103 SIEMENS MRI - MAGNETOM VIDA 18 35

QH104 SIEMENS MRI - MAGNETOM VIDA 19 35

QH105 SIEMENS MRI - MAGNETOM VIDA 20 35

QH106 SIEMENS MRI - MAGNETOM VIDA 21 35

QH107 SIEMENS MRI - MAGNETOM VIDA 22 35

QH108 SIEMENS MRI - MAGNETOM VIDA 23 35

QH109 SIEMENS MRI - MAGNETOM VIDA 24 35

QH110 SIEMENS MRI - MAGNETOM VIDA 25 35

QH111 SIEMENS MRI - MAGNETOM SOLA 26 35

QH112 SIEMENS MRI - MAGNETOM SOLA 27 35

QH113 SIEMENS MRI - MAGNETOM SOLA 28 35

QH114 SIEMENS MRI - MAGNETOM SOLA 29 35

QH115 SIEMENS MRI - MAGNETOM SOLA 30 35

QH116 SIEMENS MRI - MAGNETOM SOLA 31 35

QH117 SIEMENS MRI - MAGNETOM SOLA 32 35

QH118 SIEMENS MRI - MAGNETOM SOLA 33 35

QH119 SIEMENS MRI - MAGNETOM SOLA 34 35

QH120 SIEMENS MRI - MAGNETOM SOLA 35 35

INTERIORS

I-001 FINISH SCHEDULE 1 12

I-101 FIRST FLOOR FINISH PLAN 2 12

I-120 FIRST FLOOR FLOOR PATTERN PLAN 3 12

I-130 FIRST FLOOR WALL PROTECTION PLAN 4 12

I-131 WALL PROTECTION DETAILS 5 12

I-201 CASEWORK ELEVATIONS 6 12

I-202 CASEWORK DETAILS 7 12

I-203 INTERIOR ELEVATIONS 8 12

I-204 INTERIOR ELEVATIONS 9 12

I-401 FIRST FLOOR EQUIPMENT PLAN 10 12

I-402 ENLARGED TOILET PLAN 11 12

I-601 EQUIPMENT SCHEDULE 12 12

FIRE PROTECTION

FX001 FIRE PROTECTION GENERAL INFORMATION 1 2

FX101 FIRST FLOOR FIRE PROTECTION PLAN - MRI SUTIE 2 2

PLUMBING

P-001 PLUMBING GENERAL INFORMATION 1 10

PD101 FIRST FLOOR PLUMBING DEMOLITION PLAN 2 10

PW101 FIRST FLOOR DRAIN, WASTE, AND VENT PLAN - MRI SUITE 3 10

PP101 FIRST FLOOR DOMESTIC WATER PLAN - MRI SUITE 4 10

PP102 FIRST FLOOR PLUMBING PLAN - MOBILE MRI - AREA B 5 10

PP103 ROOF PLUMBING PLAN 6 10

PG101 FIRST FLOOR MEDICAL GAS PLAN - MRI SUITE 7 10

P-501 PLUMBING DETAILS 8 10

P-901 PLUMBING RISERS & STORM DRAINAGE 9 10

P-902 PLUMBING RISERS - MEDICAL GAS 10 10

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 10

MH101 FIRST FLOOR HVAC PLAN - MRI SUITE 2 10

MH102 ROOF HVAC PLAN 3 10

MP101 FIRST FLOOR MECHANICAL PIPING PLAN - MRI SUITE 4 10

MP102 MECHANICAL ROOM PIPING PLAN 5 10

M-501 MECHANICAL DETAILS 6 10

M-502 MECHANICAL DETAILS 7 10

M-503 MECHANICAL CONTROLS 8 10

M-504 MECHANICAL CONTROLS 9 10

M-601 MECHANICAL SCHEDULES 10 10

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 15

E-002 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 2 15

ES101 FIRST FLOOR ELECTRICAL PLAN - OVERALL 3 15

ED101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN 4 15

EP101 FIRST FLOOR ELECTRICAL PLAN - MRI SUITE 5 15

EP102 ROOF POWER PLAN 6 15

EP103 FIRST FLOOR ELECTRICAL PLAN - MOBILE MRI 7 15

EP104 PARTIAL BASEMENT ELECTRICAL PLAN 8 15

EL101 FIRST FLOOR LIGHTING PLAN - MRI SUITE 9 15

E-401 ELECTRICAL RACEWAY PLAN 10 15

E-501 ELECTRICAL DETAILS 11 15

E-502 ELECTRICAL DETAILS 12 15

E-503 ELECTRICAL DETAILS 13 15

E-601 ONE-LINE DIAGRAM 14 15

E-602 ELECTRICAL SCHEDULES 15 15

PROJECT SITE (AREA A)

N

NEW ADDITION

PROJECT SITE (AREA B)

NEW RAMP

MRI TRAILER

N

N

DocuSign Envelope ID: 35F56701-DC70-47B5-A50E-7108A2FACA35

10/8/2020

CG

C G

C G C

G

C G

C G

CG

DN

CG

CG

C G

3 HOUR FIRE/SMOKE SEPARATION

2 HOUR FIRE/SMOKE SEPARATION

1 HOUR FIRE SEPARATION

1 HOUR SMOKE RATED

SMOKE RATED

EGRESS PATH

EGRESS PATH TAG

EGRESS PATH TAG - COMMON PATH

EGRESS IDENTIFICATION

AREA OF REFUGE

HAZARDOUS LOCATION

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FIRE BLANKET CABINET

EMERGENCY RESPONSE REFERENCE

CONTROLLED ACCESS - ALWAYS

UNLOCKED IN DIRECTION OF EGRESS

KNOX BOX

DELAYED EGRESS W/ ALARM

EXISTING BUILDING - NOT IN SCOPE

CA

DE

KB

XXX

XXX

FEB

FEC

FBC

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS

CAPACITY

C' C'

2 3

B' B'

A' A'

2.11.4

DRESS

1Y-152

DRESS

1Y-153

TLT

1Y-154

CORRIDOR

C1Y-4

MRI 2

1Y-156

MRI 1

1Y-158

EQUIPMENT

1Y-159

EQUIPMENT

1Y-155

CHANGING RM

1Y-114

IMAGING RM

1Y-115

OFFICE

1Y-126

BREAK RM

1Y-111

IV PREP

1Y-110

FEMALE TOILET

1Y-109

MALE TOILET

1Y-108

OFFICE

1Y-106

CORRIDOR

C1Y-1

MECH/ELEC

1Y-113

CHANGING RM

1Y-112

STATION

1Y-114A

CONTROL RM

1Y-131

MAGNET RM

1Y-129

TEACHING LAB-1

1Y-128

RADIOLOGIST

1Y-127

DRESSING RM

1Y-123MAMMOGRAPHY

1Y-122

STAFF

1Y-118

SECRETARY CATH

LAB

1Y-117

HOUSEKEEPING

1Y-116

OFFICE

1Y-120

CORRIDOR

C1Y-3

SECRETARY

1Y-124

CORRIDOR

C1Y-3SINK

1Y-121

CORRIDOR

C1G-19

CARDIOLOGY

STORAGE RM

1Y-125

MECHANICAL

1Y-133

MRI READING RM

1Y-103

RECEPTION

1Y-101

OFFICE

1Y-102

WAITING

1Y-100

FILM VIEWING

1G-231

EQUIPMENT RM

1Y-132

MRI READING RM

1Y-103

RECEPTION

1Y-101

OFFICE

1Y-102

WAITING

1Y-100

FILM VIEWING

1G-231

CATH LAB

1G-230

CORRIDOR

C1G-229

CONTROL RM

1G-232

EQUIPMENT RM

1G-233

EXIT DISTANCE 92'-0"

EXIT DISTANCE 227'-0"

EXIT DISTANCE 84'-7"

(277 S.F.)

(503 S.F.)

(460 S.F.)

(160 S.F.)

(185 S.F.)

(168 S.F.)

CONTROL

ROOM

1Y-151D

(51 S.F.)

(55 S.F.)

(53 S.F.)

PREP

1Y-151

BAY 1

1Y-151A

BAY 2

1Y-151B

BAY 3

1Y-151C

STORAGE

1Y-150 (40 S.F.)

(120 S.F.)

(95 S.F.)

(46 S.F.)

(44 S.F.)

RECLINER

BED

RECLINER

IT ROOM

1Y-107

CAPACITYCLR

EXTERIOR

EXIT

44" 220

EXISTING WALL

NEW WALL

DEMOLISHED WALL

8. APPLICABLE CODES - DEPARTMENT OF VETERANS AFFAIRS

TABLE 102. 10: CODES REFERENCE GUIDE

OCCUPANCY CLASSIFICATION

BUILDING CONSTRUCTION TYPES INCLUDING ALLOWABLE HEIGHT,

ALLOWABLE BUILDING AREAS, AND REQUIREMENTS FOR THE

SPRINKLER PROTECTION RELATED TO MINIMUM BUILDING CONSTRUCTION TYPES

MEANS OF EGRESS

STANDPIPES

INTERIOR FINISH

HVAC SYSTEMS

VERTICAL OPENINGS

SPRINKLER SYSTEMS MINIMUM CONSTRUCTION STANDARDS

FIRE ALARM SYSTEMS

SMOKE ALARM AND SMOKE DETECTION SYSTEMS

PORTABLE FIRE EXTINGUISHERS

COOKING EQUIPMENT

FUEL FIRE APPLIANCES

LIQUID PETROLEUM GAS

COMPRESSED NATURAL GAS

PRIMARY

LSC

IBC

LSC

IBC

LSC

IMC

LSC

LSC

LSC

IFC

LSC & NFPA

IFGC

NFPA 58

NFPA 52

SECONDARY

IBC

LSC

NONE

IFC

NONE

NONE

NONE

NONE

NONE

NONE

NONE

NFPA 54

NFPA 54 & IFGC

NONE

MRI ADDITION

1. OCCUPANCY CLASSIFICATION

(SMOKE COMPARTMENTS)

IBC 2018 6 INSTITUTIONAL I-2

2012 NFPA 1010 LIFE SAFETY CHAPTER 19 - EXISTING HEALTHCARE

2. CONSTRUCTION TYPE

IBC 2018 2018 NFPA 101 LIFE SAFETY

SECTION 601 TABLE A.7.2.1 (7.2.1)

TYPE: I-A I(332)

3. FIRE SPRINKLERS (S1)

IBC 2018 2018 NFPA LIFE SAFETY

EXISTING BUILDING IS SPRINKLERED

5. OCCUPANCY LOAD

NOTES:

1. CALCULATIONS ARE

PER NFPA TBL. 7.3.1.2

BUSINESS OCCUPANCY

(PRINCIPAL INTENDED USE)

AREA / FACTOR = OCCUPANTS

TOTAL

OCCUPANCY

VA MRI

TOTAL

2,785 SF 240/SF

6. EGRESS REQUIREMENTS

PER NFPA 101 TABLE 7.3.3.1

LEVEL COMPONENT .2" PER

OCCUPANT

STAIR COMPONENT .3" PER

OCCUPANT

MIN ACTUAL MIN ACTUAL

VA MRI

2.4" / CH. 19 36"

NUMBER OF EXITS

MIN ACTUAL

VA MRI

1 1

7. TRAVEL DISTANCE

NOTES:

1. PER NFPA 101 TABLE A7.6.1.

2. PER NFPA 101 TABLE A7.6.1. NO DEAD END CORRIDORS CAN EXCEED 50'

TRAVEL DISTANCE LIMIT

NFPA 101 TABLE A7.6.1

200 FT.

ACTUAL

> <92'-7" FT.

4. HEIGHT / AREA LIMITATIONS - EXISTING PER IBC 2018 TABLE 503

MAX ALLOWABLE AREA

(TABLE 503)

ACTUAL AREAAREA:

VA MRI

UL

ULHEIGTH IN FEET

HEIGHT IN STORIES

MAX ALLOWABEL AREA

(TABLE 503)

ACTUAL BUILDING

HEIGHT

LIFE SAFETY CODE

INTERNATIONAL BUILDING CODE

AMERICAN DISABILITIES ACT

INTERNATIONAL MECHANICAL CODE

INTERNATIONAL GAS CODE

NATIONAL ELECTRIC CODE; NFPA 70

INTERNATIONAL FIRE PROTECTION CODE

INTERNATIONAL FUEL GAS CODE

INTERNATIONAL ENERGY CONSERVATION CODE

INTERNATIONAL PLUMBING CODE

VA FIRE PROTECTION DESIGN MANUAL

NFPA 101, 2018 EDITION

2018 EDITION, WITH STATE AMENDMENTS

2010 WITH REVISED STANDARDS

2015 EDITION, WITH STATE AMENDMENTS

2012 EDITION, WITH STATE AMENDMENTS

2020 EDITION, WITH NO STATE AMENDMENTS

2012 EDITION, WITH NO STATE AMENDMENTS

2012 EDITION, WITH STATE AMENDMENTS

2015 EDITION, WITH STATE AMENDMENTS

2012 EDITION, WITH STATE AMENDMENTS

2015, 7TH EDITION, DECEMBER

2,785 SF

18'-8"

2,785 SF

44" N/A

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/7 /2

:5

:0

A

M

GI002

FIRST FLOOR LIFE SAFETY

2 4RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

PROPOSED USE:

OWNED BY: FEDERAL

CODE ENFORCEMENT JURISDICTION: CITY

COUNTY

APPLICABLE CODES:

GENERAL CODE INFORMATION:

NEW CONSTRUCTION

RENOVATION (EXISTING BUILDING)

CONSTRUCTION TYPE:

MIXED CONSTRUCTION

SPRINKLERED

MEZZANINE

MIXED OCCUPANCY

PRIMARY OCCUPANCY:

SECONDARY OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

Relevant Code Goes Here

Relevant Code Goes Here

Relevant Code Goes Here

Relevant Code Goes Here

20XX International Building Code 20XX Energy Code 20XX Mechanical Code 20XX Fire Code 20XX Electrical Code

20XX ADA Code Relevant Code Goes Here

Relevant Code Goes Here

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE

VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249CLIENT NAME HERE

CODE INFORMATION

0 4 8 16

NORTH

PLAN

LIFE SAFETY LEGEND

Scale: 1/8" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

WALL LEGEND

HEPA

NEGATIVE AIR

UNIT

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING REPLACED

MUST BE PROTECTED. COVER WITH

ROSIN PAPER / FIRE RATED PLYWOOD.

FIRE RATED PLYWOOD,

TEMPORARY. SALVAGE

PROTECT AND STORE

EXISTING WINDOW TO

BE RE-INSTALLED

AFTER CONSTRUCTION

IS COMPLETE.

V .I

.F

V .I

.F

V.I.F.

V .I .F

E X

IS

T

IN

G

W A

L L

V .I .F

E X

IS

T

IN

G

W A

L L

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO

LOCKING BRAKES

MOBILE CART

A D

J U

S T

A B

L E

H E

IG

H

T

HEPA NEGATIVE

AIR UNIT

EXISTING WALL

EXISTING CEILING

FLEX DUCT

3 5/8" INSULATED WALL

WITH 16 GAUGE METAL

STUDS @ 16" O.C. WALL

TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT

GYPSUM BOARD

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S

F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

5"

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

/2

5"

3 5/8" 16 GAUGE METAL

STUDS @ 16" O.C. WALL TO

EXTEND TO UNDERSIDE OF

CEILING

A B

3 5/8" INSULATED WALL WITH

16 GAUGE METAL STUDS @

16" O.C. (2) LAYERS 5/8"

GYPSUM BOARD EACH SIDE.

WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

6"

C

FIRE RESISTANT SEALANT,

BOTH SIDES

FIRE RESISTANT SEALANT,

BOTH SIDES

FIRE RESISTANT SEALANT,

BOTH SIDES

1-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U404

SMOKE RATED 2-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U404

RENOVATION EXISTING

5/8" EXTERIOR

GYPSUM

SHEATHING

INTERIM LIFE SAFETY MEASURES IN EFFECT FOR THE

MRI ADDITION PROJECT

• THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA

• PLEASE USE ALTERNATE EXITS AS MARKED

1'-5"

ICRA, ILSM, FIRE WATCH AND

MISC. FORMS

PAPER

CADDY

A P

P R

O X

A .F

.F

SUSPENDED

PLASTIC ZIPPER

WALL CURTAIN

BARRIER

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

FIRE EXTINGUISHER ON

PORTABLE FLOOR

BRACKET (ILSM MAY

REQUIRE MORE THAN

ONE).

PROVIDE STICKY

MATS (CHANGED END

OF SHIFT OR MORE IF

NECESSARY TO

MAINTAIN

CLEANLINESS).

HEPA NEGATIVE

AIR UNIT

SUPPLY DUCTS

EITHER KEEP

RUNNING OR COVER

WHEN RUNNING TO

KEEP DUST OUT

COVER ALL RETURNS

AT THE

GRATE/DIFFUSERS

F L E

X D

U C

T

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

POST ICRA, ILSM, FIRE

INPECTION SHEETS

VISIBLE TO PUBLIC

FIRE PULL

STATION WITH

AUDIO / VISUAL

NEW ICRA WALL, TYPE "A"

STAFF RM

1Y-110

CORRIDOR

C1Y-1

ICRA PARTITION

TYPE "A"

A

A 1'-2"

Engineers Architects

## KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/7 /2

:5

:0

A

M

GI003

INFECTION CONTROL RISK

ASSESSMENT - (ICRA)

3 4RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

Scale: 1/2" = 1'-0"

CROSS SECTION 'A'

Scale: 1/2" = 1'-0"

MOBILE CONTAINMENT CART

Scale: 3/4" = 1'-0"

ICRA BARRIER WALL TYPES

Scale: 6" = 1'-0"

ILSM SIGNAGE

Scale: 1/2" = 1'-0"

ROOM ELEVATION

Scale: 1/2" = 1'-0"

TYPICAL CONSTRUCTION PLAN LAYOUT

GENERAL

A. ALL APPLICABLE PERMITS AND COR APPROVALS

SHALL BE COMPLETED PRIOR TO BEGINNING ANY

WORK FOR EACH PHASE. PERMITS INCLUDE: ICRA,

ILSM, ABOVE CEILING FIRE/SMOKE WALL, UTILITY,

FIRE ALARM SYSTEM, MEDICAL GASES, AND

CONFINED SPACES.

B. WORK REQUIRED BY INFECTION CONTROL SHALL

BE PERFORMED FOR EACH PHASE OF THE

PROJECT.

C. CONTRACTOR SHALL EXHAUST ALL AIR FROM

SPACES WHERE WORK IS BEING PREFORMED

DIRECTLY TO THE EXTERIOR OF THE BUILDING.

ENSURE EXHAUST POINTS ARE LOCATED AWAY

FROM INTAKE POINTS FOR THE BUILDING. EXHAUST

LOCATIONS TO BE APPROVED BY COR.

0 2 4 8

NORTH

PLAN

1 AREA OF WORK

2 PROVIDE TEMPORARY PROTECTIVE PLASTIC

BARRIER WITH ZIPPER ENTRY CONSTRUCTION

ACCESS TO UNDERSIDE OF FINISH CEILING.

3 FOR WALL REPAIR OR EXTENSION WORK ABOVE

CEILING, EXTEND BARRIER TO THE UNDERSIDE

OF FLOOR DECK ABOVE WITHIN THE AREA OF

WORK .

4 PROVIDE STICKY MAT AT ZIPPER ENTRY

CONSTRUCTION ACCESS POINT.

5 USE PORTABLE DUST EXTRACTOR AND AIR

SCRUBBER WITH HEPA FILTRATION SYSTEM, IN

ADDITION TO MAINTAINING NEGATIVE PRESSURE

IN CONSTRUCTION AREA.

6 PERFORM WORK REQUIRED BY VA CONTROL

PERSONNEL REGARDING ICRA FORM. SEE PCRA

FORM FOR REQUIREMENTS. ALL PCRA AND ILSM

WORK ITEMS MUST BE COMPLETED PRIOR TO

BEGINNING ANY NEW CONSTRUCTION WORK OR

DEMOLITION.

7 ALL APPLICABLE PERMITS BE COMPLETED AND

APPROVED PRIOR TO BEGINNING WORK ON

STATION.

8 PROVIDE TEMPORARY BALL-IN-TUBE OR

ELECTRICAL MONITORS WITH GAUGES AND

ALARMS TO MONITOR NEGATIVE PRESSURE

WITHIN CONSTRUCTION AREA. COORDINATE

WITH VA COR ON LOCATION PRIOR TO

INSTALLATION.

ICRA KEY NOTES#

Scale: 1/4" = 1'-0"

FIRST FLOOR ICRA PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

FC

76. 0000

DN

C'

2 3

B'

A'

2.11.4

DRESS

1Y-152

DRESS

1Y-153

TLT

1Y-154

CORRIDOR

C1Y-4

MRI 2

1Y-156

MRI 1

1Y-158

EQUIPMENT

1Y-159

EQUIPMENT

1Y-155

CHANGING RM

1Y-114

IMAGING RM

1Y-115

OFFICE

1Y-126

BREAK RM

1Y-111

IV PREP

1Y-110

FEMALE TOILET

1Y-109

MALE TOILET

1Y-108

OFFICE

1Y-106

CORRIDOR

C1Y-1

MECH/ELEC

1Y-113

CHANGING RM

1Y-112

STATION

1Y-114A

CONTROL RM

1Y-131

MAGNET RM

1Y-129

TEACHING LAB-1

1Y-128

RADIOLOGIST

1Y-127

DRESSING RM

1Y-123MAMMOGRAPHY

1Y-122

STAFF

1Y-118

SECRETARY CATH

LAB

1Y-117

HOUSEKEEPING

1Y-116

OFFICE

1Y-120

CORRIDOR

C1Y-3

SECRETARY

1Y-124

CORRIDOR

C1Y-3SINK

1Y-121

CORRIDOR

C1G-19

CARDIOLOGY

STORAGE RM

1Y-125

MECHANICAL

1Y-133

MRI READING RM

1Y-103

RECEPTION

1Y-101

OFFICE

1Y-102

WAITING

1Y-100

FILM VIEWING

1G-231

EQUIPMENT RM

1Y-132

MRI READING RM

1Y-103

RECEPTION

1Y-101

OFFICE

1Y-102

WAITING

1Y-100

FILM VIEWING

1G-231

CATH LAB

1G-230

CORRIDOR

C1G-229

CONTROL RM

1G-232

EQUIPMENT RM

1G-233

E X

IT

D

IS

T

A N

C E

E X

IT

D

IS

T

A N

C E

(277 S.F.)

(503 S.F.)

(460 S.F.)

(160 S.F.)

(185 S.F.)

(168 S.F.)

CONTROL

ROOM

1Y-151D

(51 S.F.)

(55 S.F.)

(53 S.F.)

PREP

1Y-151

BAY 1

1Y-151A

BAY 2

1Y-151B

BAY 3

1Y-151C

STORAGE

1Y-150 (40 S.F.)

(120 S.F.)

(95 S.F.)

(46 S.F.)

(44 S.F.)

RECLINER

IT ROOM

1Y-107

TEMPORARY CONSTRUCTION

WALL @ WINDOW

/2

5'-0" 6'-5"

5'-6"

5'-0"±

EXISTING SIDEWALK

EXISTING SIDEWALK

GI003

ICRA PARTITION WALL

DURING CONSTRUCTION

NEW SIDEWALK AND

CONSTRUCTION

FENCE - COORDINATE

WITH CIVIL SHEETS

Engineers Architects

## KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/7 /2

:5

:0

A

M

GI004

INTERIM LIFE SAFETY PLAN

4 4RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1/8" = 1'-0"

INTERIM LIFE SAFETY PLAN 0 4 8 16

NORTH

PLAN

& PLANNERS

W E

S

N

TEPHENSON,S P.C.

LAND SURVEYORS

J

ENNING

& PLANNERS

W E

S

N

TEPHENSON,S P.C.

LAND SURVEYORS

J

ENNING

E

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

NEW 4TH MRI ADDITION

652-GSI-204

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249

19-088

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

BID DOCUMENTS

#500

OCTOBER 7, 2020

A

M

V-101

NRSNSY

SITE SURVEY - AREA A

1 2

NOT TO SCALE

KEY PLAN

AREA A

AREA B

DocuSign Envelope ID: D8F2CD59-3E32-4621-AF1A-6C893039CB12

10/7/2020

& PLANNERS

W E

S

N

TEPHENSON,S P.C.

LAND SURVEYORS

J

ENNING

E

& PLANNERS

W E

S

N

TEPHENSON,S P.C.

LAND SURVEYORS

J

ENNING

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

NEW 4TH MRI ADDITION

652-GSI-204

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249

19-088

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

BID DOCUMENTS

#500

OCTOBER 7, 2020

A

M

V-102

NRSNSY

SITE SURVEY - AREA B

2 2

NOT TO SCALE

KEY PLAN

AREA A

AREA B

SS

SS

UG/E UG/E UG/E

UG/E

UG/E

UG/E

UG/E

SS

SS

SS

SS

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

WWWW

W

W

W

W

W

W

W

W

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

I

N

V

R

C

P

24" OR 27" RCP

TOP= 197.29'

F/L= 179.65'

SIZE N/A

DRAIN MH

TOP = 196.61'

INV. 180.64'

(DIR. ONLY)

INV. 189.67'

(DIR. ONLY)

STACKED PIPE

INV. = 182.44'

INV. = 179.6'

DIRECTION

ONLY

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LODLODLODLODLODLODLODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLODLODLODLODLODLODLODLODLO

D

LO

D

LODLODLODLODLODLOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD

LO

D

LOD LOD

LO

D LOD LOD LOD

LOD

LOD LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

SS

SS

SS

SS

SS

EXISTING MRI TRAILER

(TO BE RELOCATED)

FOUNDATIONS TO BE

REMOVED

EXISTING FENCE

(TO BE REMOVED)

PORTION OF EXISTING CONCRETE SIDEWALK

(TO BE REMOVED)

PORTION OF EXISTING

CONCRETE SIDEWALK

(TO BE REMOVED)

EXISTING UNDERGROUND

POWER LINE

(TO BE REMOVED)

EXISTING CONCRETE SIDEWALK

(TO REMAIN)

EXISTING SIGN AND POLE

(TO REMAIN, TYP.)

EXISTING FUEL TANKS

(TO REMAIN, TYP.)

EXISTING GENERATOR AND CONCRETE PAD

(TO REMAIN, TYP.)

EXISTING ASPHALT

(TO REMAIN, TYP.)

APPROXIMATE LOCATION OF

EXISTING 3/4" WATER MAIN

(TO BE REMOVED)

APPROXIMATE LOCATION OF

EXISTING 3" SEWER SERVICE LINE.

(TO BE REMOVED AND REPLACED)

SANITARY SEWER

CLEANOUT

(TO BE REMOVED)

EXISTING WATER VALVE

(TO BE REMOVED)

APPROXIMATE LOCATION OF EXISTING

8" SEWER LINE. SEWER LINE TO

REMAIN. CONTRACTOR TO POTHOLE

AND DETERMINE EXACT LOCATION AND

DEPTH PRIOR TO DEMOLITION OR NEW

CONSTRUCTION. EXISTING SEWER LINE

TO REMAIN IN SERVICE AT ALL TIMES

THROUGHOUT CONSTRUCTION.

EXISTING ELECTRICAL EQUIPMENT

(TO BE REMOVED, SEE ELECTRICAL PLANS FOR DETAILS)

APPROXIMATE LOCATION OF STORM

DRAINAGE PIPE (TO REMAIN).

CONTRACTOR TO POTHOLE AND DETERMINE

EXACT LOCATION AND DEPTH PRIOR TO

CONNECTING PROPOSED STORM SYSTEM

AND INSTALLING BUILDING FOUNDATIONS

APPROXIMATE LOCATION OF EXISTING

SANITARY SEWER MANHOLE

(TO REMAIN)

APPROXIMATE LOCATION OF EXISTING 8"

SANITARY SEWER MAIN (TO REMAIN).

CONTRACTOR TO POTHOLE AND VERIFY

EXACT LOCATION AND DEPTH PRIOR TO

DEMOLITION OR NEW CONSTRUCTION.

EXISTING FIRE HYDRANT

(TO REMAIN)

EXISTING WOOD DECK,

RAMP AND STAIRS

(TO BE REMOVED)

EXISTING CONCRETE

(TO REMAIN)

APPROXIMATE LOCATION OF EXISTING 8" SANITARY

SEWER MAIN (TO REMAIN). SEWER MAIN APPEARS

TO RUN UNDERNEATH EXISTING BUILDING.

CONTRACTOR TO POTHOLE AND VERIFY EXACT

LOCATION AND DEPTH PRIOR TO DEMOLITION OR

NEW CONSTRUCTION.

APPROXIMATE LOCATION OF

EXISTING STORM STRUCTURE.

STRUCTURE NOT FOUND IN FIELD

AND IS LIKELY PAVED OVER

EXISTING SANITARY

SEWER MANHOLE

(TO REMAIN, TYP.)

CONTRACTOR TO PROVIDE PERMANENT

PROTECTION FOR EXISTING WINDOWS

FOR DURATION OF CONSTRUCTION (TYP.)

EXISTING STORM STRUCTURE

(TO REMAIN, TYP.)

CONSTRUCTION LAYDOWN

AREA

SS

SS

SS

SS

SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

SS

SS

SS

SS

SSSSSSSSSSSSSS

SS

SS SS

SS

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LO

D

LO

D

LODLOD

LO

D

LO

D

LO

D

LO

DLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

EXISTING UNDERGROUND

POWER LINE

(TO REMAIN)

EXISTING SANITARY SEWER

LINE AND MANHOLE

(TO REMAIN, TYP.)

EXISTING 12" WATER MAIN

(TO BE RELOCATED AND

ABANDONED BY OTHERS, AS

PART OF SCI ADDITION PROJECT)

EXISTING MEDICAL TRAILER

(TO BE REMOVED)

EXISTING CONCRETE PAD

(TO REMAIN)

EXISTING ASPHALT

(TO REMAIN)

EXISTING OVERHANG

(TO BE REMOVED)

EXISTING UNDERGROUND

POWER LINE

(TO REMAIN, TYP.)

EXISTING STORM LINE

(TO BE RELOCATED

AND ABANDONED BY

OTHERS, AS PART OF

SCI ADDITION

PROJECT)

EXISTING TREE

(TO REMAIN, TYP.)

EXISTING STORM

STRUCTURE

(TO REMAIN, TYP.)

EXISTING TREE

(TO BE REMOVED)

EXISTING CONCRETE

(TO BE SAWCUT AND

REMOVED FOR UTILITY

INSTALLATION)

EXISTING SANITARY SEWER MAIN

(TO BE RELOCATED AND

ABANDONED BY OTHERS, AS

PART OF SCI ADDITION PROJECT)

PORTION OF

EXISTING CONCRETE

(TO BE SAWCUT AND

REMOVED)

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

NEW 4TH MRI ADDITION

652-GSI-204

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249

19-088

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

BID DOCUMENTS

#500

OCTOBER 7, 2020

1" = 10'

SCALE IN FEET

10 5 10 20

A

M

CD101

NRSNSY

CIVIL DEMOLITION PLAN

1 10

LEGEND

FENCE AND WOOD DECK DEMOLITION

CONCRETE DEMOLITION

TRAILER RELOCATION

UTILITY DEMOLITION / ABANDON IN PLACE

EXISTING CONTOURS

EXISTING SANITARY SEWER LINE TO

REMAIN

EXISTING WATER LINE

EXISTING STORM LINE

LIMITS OF DISTURBANCE

EXISTING TREE TO BE REMOVED

XXXX

1) UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS,

PAVEMENTS, UTILITIES, AND ELEVATIONS SHOWN ON THESE

PLANS ARE FROM THE PARTIAL TOPOGRAPHIC AND UTILITY

SURVEY PERFORMED BY JENNING STEPHENSON P.C.S, DATED

NOVEMBER 4, 2019.

2) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY

WITH APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND

UTILITY INSTALLATION CODES.

3) ALL WORK ON-SITE SHALL BE CONSTRUCTED IN STRICT

ACCORDANCE WITH, AND CONFORM TO, THE PROJECT

SPECIFICATIONS.

4) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE

PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR

LOCATIONS SHOWN, AND IT SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL

UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY

THE OWNER IN CASE OF DISCREPANCIES THAT AFFECT THE

CONSTRUCTION PROJECT.

5) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY

OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY, OR ANY

EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT

ARE DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR

OR REPLACE SUCH DAMAGED PROPERTY TO THE VA'S

SATISFACTION AT NO COST TO THE VA.

6) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS

AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF

THE ENGINEER.

7) CONTRACTOR IS RESPONSIBLE FOR CONTACTING VETERANS

AFFAIRS AND ALL EXISTING UTILITY PROVIDERS BEFORE

REMOVING ANY/ALL UTILITIES FROM THEIR EXISTING LOCATION

ON THE SITE. THE CONTRACTOR SHALL PERFORM ALL UTILITY

DEMOLITION OR RELOCATION ACTIVITIES IN ACCORDANCE WITH

THE EXISTING UTILITIES SPECIFICATIONS, MATERIALS, AND

REQUIREMENTS.

8) THE CONTRACTOR SHALL SEQUENCE THE WORK AND

PROVIDE TEMPORARY MEASURES AS NECESSARY TO MAINTAIN

ACCESS TO THE SITE THROUGH ALL ENTRANCES AT ALL TIMES

DURING CONSTRUCTION. TEMPORARY PROVISIONS MAY INCLUDE,

BUT ARE NOT LIMITED TO: BARRICADES, FLASHING LIGHTS,

FLAGMAN, TEMPORARY PAVEMENT, AND DIRECTIONAL SIGNAGE

AS NECESSARY TO ACCOMPLISH THE WORK.

9) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF

CRANES AND CONSTRUCTION EQUIPMENT OPERATIONS DURING

DEMOLITION ACTIVITY.

10) ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY

IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO

COMMENCEMENT OF ANY LAND DISTURBANCE.

11) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS

MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE

LOCAL, STATE, AND FEDERAL LAWS.

12) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY

DISPOSED OF, OFF SITE.

DEMOLITION PLAN - TRAILER RELOCATION - AREA B

SCALE: 1"=10'

DEMOLITION PLAN - BUILDING EXPANSION - AREA A

SCALE: 1"=10'

1" = 10'

SCALE IN FEET

10 5 10 20

LOD LOD

SHEET NOTES:

W W

SS SS

DRAWING REFERENCE:

1) H.H. MCGUIRE VAMC - CONSTRUCT SPINAL CORD

ENHANCEMENT CENTER CIVIL CONSTRUCTION DRAWINGS, DATED

09/11/2017 (VA PROJECT NUMBER 652-314)

NOT TO SCALE

KEY PLAN

AREA A

AREA B

NEW MRI ADDITION

FFE= 199.01

5'5.47'

7.02'

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLODLODLODLODLODLODLODLOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LODLODLODLODLODLODLODLODLODLOD

LOD

LOD

LODLODLODLODLODLODLOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD

LOD LOD LOD LOD

LOD

LOD LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

5'

5'

EXISTING BUILDING

FFE = 199.01

PROPOSED CONCRETE

SIDEWALK TO TIE INTO

EXISTING (TYP.)

PROPOSED 5' WIDE CONCRETE SIDEWALK

(SEE DETAIL ON SHEET CS501)

EXISTING GENERATOR

AND CONCRETE PAD

EXISTING BUILDING

FFE = 199.01

PROPOSED CONCRETE PAD FOR CHILLER

(SEE MECHANICAL AND STRUCTURAL

PLANS FOR DETAILS)

PROPOSED CONCRETE PAD FOR CHILLER

(SEE MECHANICAL AND STRUCTURAL

PLANS FOR DETAILS)

PROPOSED CONCRETE PAD FOR

CONDENSATE UNIT

(SEE MECHANICAL AND

STRUCTURAL PLANS FOR DETAILS)

PROPOSED CONCRETE

SIDEWALK TO TIE INTO EXISTING

CONTRACTOR TO INSTALL

PROPOSED SIDEWALK AROUND

WEST AND NORTH SIDES OF

PROPOSED EXPANSION PRIOR TO

INSTALLING CONSTRUCTION

FENCING AND BEGINNING ANY

OTHER CONSTRUCTION WORK

PROPOSED TEMPORARY

CONSTRUCTION FENCING

(TYP.)

EGRESS PATH FROM EXISTING DOOR

TO BE MAINTAINED AT ALL TIMES

THROUGHOUT CONSTRUCTION

CONSTRUCTION LAYDOWN

AREA

PROPOSED CANOPY

(SEE ARCHITECTURAL FOR DETAILS)

RELOCATED MRI TRAILER

FFE= 202.61

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

PROPOSED LOCATION FOR

RELOCATED MRI TRAILER

EXISTING

CONCRETE PAD

PROPOSED TEMPORARY

CONSTRUCTION FENCING

(TYP.)

PROPOSED CONCRETE PAD TO BE

EXPANDED FOR RELOCATED MRI TRAILER

PROPOSED PRE-FABRICATED

METAL HANDICAP RAMP

(SEE CS501 FOR DETAILS)

CONTRACTOR TO INSTALL PROPOSED

CONCRETE PAD PRIOR TO INSTALLING

CONSTRUCTION FENCING AND

BEGINNING ANY DEMOLITION OR

OTHER CONSTRUCTION WORK

PROPOSED CONCRETE

TO TIE INTO EXISTING

(TYP.)

EGRESS PATH FROM EXISTING DOOR

TO BE MAINTAINED AT ALL TIMES

THROUGHOUT CONSTRUCTION

PROPOSED CONCRETE

(TYP.)

PROPOSED PRE-FABRICATED METAL STAIRS

PROPOSED CONCRETE PATCH FOR

UTILITY INSTALLATION

(SEE DETAIL ON SHEET CS501, TYP.)

PROPOSED CONCRETE SIDEWALK

(BY OTHERS, AS PART OF SCI

ADDITION PROJECT)

PROPOSED CONCRETE PATCH FOR UTILITY INSTALLATION

(SEE DETAIL ON SHEET CS501, TYP.)

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

NEW 4TH MRI ADDITION

652-GSI-204

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249

19-088

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

BID DOCUMENTS

#500

OCTOBER 7, 2020

A

M

CS101

NRSNSY

CIVIL SITE PLAN

2 10

SITE PLAN - TRAILER RELOCATION - AREA B

SCALE: 1"=10'

SITE PLAN - BUILDING EXPANSION - AREA A

SCALE: 1"=10'

1) ALL PROPOSED DIMENSIONS USED TO SHOW THE

GEOMETRIC LAYOUT OF THE PROPOSED STRUCTURE LOCATION

ARE GIVEN AT THE OUTSIDE FACE OF THE STRUCTURE CORNERS.

2) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY

DISCREPANCIES BETWEEN THE EXISTING CONDITIONS IN THE

FIELD AND THE SURVEY SHOWN ON THE PLANS BEFORE

PROCEEDING WITH ANY NEW CONSTRUCTION.

3) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL

AND VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED

AND EXISTING PAVEMENTS, CURB AND GUTTER, SIDEWALKS,

WALLS, AND UTILITIES.

4) SEE MEP PLANS FOR MECHANICAL DIMENSIONS, DOOR

LOCATIONS, SITE LIGHTING PLAN, AND OTHER ARCHITECTURAL

DETAILS.

5) MAXIMUM CUT OR FILL SLOPE=4H:IV

6) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF

EXISTING CONDITIONS, UNLESS OTHERWISE NOTED, THE

CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND

LEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING

BUT NOT LIMITED TO ROOT SYSTEMS, CONCRETE, REINFORCED

CONCRETE, ASPHALT DEBRIS, UNDERBRUSH, TOPSOIL, AND

OTHER DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN

SHALL BE COMPACTED TO 98% STANDARD PROCTOR MAXIMUM

DRY DENSITY FOLLOWING FULL REMOVAL OF THESE MATERIALS.

7) CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION

AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS

DURING CONSTRUCTION FOR PROTECTION OF ADJACENT

ROADWAYS.

8) PROPOSED PHASING FOR MAINTAINING EGRESS:

A. CONSTRUCTION NEW SIDEWALK ON WEST AND NORTH SIDES

OF PROPOSED BUILDING EXPANSION.

B. INSTALL TEMPORARY CONSTRUCTION FENCING.

C. BEGIN REST OF CONSTRUCTION ACTIVITIES.

1" = 10'

SCALE IN FEET

10 5 10 20

NOT TO SCALE

KEY PLAN

AREA A

AREA B

1" = 10'

SCALE IN FEET

10 5 10 20

SHEET NOTES:

LEGEND

CONCRETE SIDEWALK PAVING

TEMPORARY CONSTRUCTION FENCE

PROPOSED LIMITS OF DISTURBANCE

LOD LOD

DRAWING REFERENCE:

1) H.H. MCGUIRE VAMC - CONSTRUCT SPINAL CORD

ENHANCEMENT CENTER CIVIL CONSTRUCTION DRAWINGS, DATED

09/11/2017 (VA PROJECT NUMBER 652-314)

RELOCATED MRI TRAILER

FFE= 202.61

M

A X

S

L O

P E

M

O

P E

M

O

P E

27' RAMP

21.68'

35' RAMP

6' LANDING

1:67 MAX SLOPE

35' RAMP

6' LANDING

1:67 MAX SLOPE

6'

199.79

199.79

199.79

199.79

199.79

201.35

201.35

201.35

201.35

201.35

202.56

202.56

202.56

202.56

198.17

198.14

198.24

198.22

NOTE:

SEE SECTION 32 31 14 METAL

LANDINGS AND RAMPS FOR

SPECIFICATI0NS.

RAMP

1:20 MAX

SLOPE

RAMP

1:20 MAX

SLOPE

RAMP

1:20 MAX

SLOPE

HANDRAILS ON BOTH

SIDES OF STEPS

(TYP.)

HANDRAILS ON BOTH

SIDES OF RAMP

(TYP.)

198.18

198.13

6'X6' FLAT LANDING

(5'X5' MIN. UNOBSTRUCTED)

1:67 (1.5%) MAX SLOPE IN

ALL DIRECTIONS

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

NEW 4TH MRI ADDITION

652-GSI-204

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249

19-088

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

BID DOCUMENTS

#500

OCTOBER 7, 2020

A

M

CS501

NRSNSY

CIVIL SITE DETAILS

3 10

CS501

CS501

CS501

*NOTE: IMAGE ABOVE IS PROVIDED AS A VISUAL EXAMPLE OF THE INTENDED RAMP ONLY. IT IS NOT SPECIFIC TO THE SITE AND SHALL BE CONSIDERED A GENERAL

REFERENCE ONLY. REFER TO THE DESIGN PLANS AND DETAILS FOR DESIGN SPECIFICS.

SS

SS

SS

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

NEW MRI ADDITION

FFE= 199.01

SS

SS

SS

SS

SS

SS

SS

SS

SS

I

N

V

R

C

P

24" OR 27" RCP

DRAIN MH

TOP = 196.61'

INV. 180.64'

(DIR. ONLY)

INV. 189.67'

(DIR. ONLY)

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LODLODLODLODLODLODLODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLODLODLODLODLODLODLODLODLO

D

LO

D

LODLODLODLODLODLOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD

LO

D

LOD LOD

LO

D LOD LOD LOD

LOD

LOD LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

197.14

197.17

197.35

197.28

197.33

197.24

197.87

197.65

198.30

198.29

198.44

198.35

198.42

198.46

198.36

198.68

198.51

198.68

198.94

199.01

199.01

198.84

198.80

198.75

198.51

198.51

198.51

198.51

APPROXIMATE LOCATION OF

EXISTING STORM STRUCTURE

APPROXIMATE LOCATION OF EXISTING STORM PIPE.

CONTRACTOR TO POTHOLE AND VERIFY EXACT

LOCATION AND DEPTH PRIOR TO CONSTRUCTION.

198.83

198.85

198.76

198.49

198.53

198.36

198.41

197.38

198.31

198.17

198.39

198.46

198.40

STR. 104

(NYOPLAST GRATE DRAIN)

P-103

STR. 102

(NYOPLAST GRATE DRAIN)

P

STR. 100

(VDOT STD DOGHOUSE MH

WITH GRATE TOP)

STR. EX2 (MH)

JUNCTION BOX

EX2

STR. EX1 (GRATE)

DROP INLET (GRATE)

EX1

PR 6" PVC STORM LINE

(SLOPE 1% MINIMUM)

NYOPLAST GRATE DRAIN

FOR CONDENSATE DRIP LINE

198.78

CONSTRUCTION LAYDOWN

AREA

198.74

198.76

198.64

198.61

198.11

198.13

198.01

197.98

197.84

198.35

198.35

198.40

198.40

SS

SS

SS

SS

SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

SS

SS

SS

SS

SSSSSSSSSSSSSS

SS

SS SS

SS

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

RELOCATED MRI TRAILER

FFE= 202.61

W W

W W

W W

SS

SS

SS

SS

SS

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LO

D

LO

D

LODLOD

LO

D

LO

D

LO

D

LO

DLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

W W

W W

W W

SS

SS

SS

SS

SS

SS

SS

SS

UG/E

UG/E

UG/E

UG/E

UG/E UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/C

UG/C

UG/C

UG/C

UG/C

UG/C

UG/C

UG/C

198.04

198.42

198.57

198.67 198.68

198.58

198.26

198.62

198.57

198.27

198.24

198.37

198.38

198.29

198.14

198.17

198.24

198.19

PROPOSED STORM LINE

RELOCATION

(BY OTHERS, AS PART OF

SCI ADDITION PROJECT)

PROPOSED STORM STRUCTURE

(BY OTHERS, AS PART OF SCI

ADDITION PROJECT)

198.10

EXISTING STORM LINE

(TO BE RELOCATED

AND ABANDONED BY

OTHERS, AS PART OF

SCI ADDITION

PROJECT)

198.22

198.21

198.22198.13

198.18

198.23

198.31

198.29 198.28

SEE SHEET CS501 FOR PROPOSED

ELEVATIONS FOR RAMP

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

NEW 4TH MRI ADDITION

652-GSI-204

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249

19-088

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

BID DOCUMENTS

#500

OCTOBER 7, 2020

1) ALL SPOT ELEVATIONS SHOWN ARE AT THE EDGE OF PAVEMENT

UNLESS OTHERWISE NOTED.

2) ALL PROPOSED SIDEWALKS SHALL BE BUILT WITH A 1.5%

CROSS-SLOPE AWAY FROM THE BUILDING.

3) THE CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN

STORM WATER CONVEYANCE CHANNELS AND PIPES AT END OF

CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED.

4) COORDINATE WITH VA INSPECTIONS DURING CONSTRUCTION.

5) CONSTRUCT EROSION CONTROL BARRIERS PER VA STANDARDS

INSPECTOR AND MAINTAIN UNTIL PERMANENT VEGETATION IS

ESTABLISHED.

6) THE CONTRACTOR SHALL RE-ESTABLISH ALL AREA WHICH IS

DAMAGED OR DISTURBED TO ORIGINAL CONDITIONS OR BETTER

DURING AUTHORIZED WORK.

7) MAXIMUM CUT OR FILL SLOPES IS 4H:1V

8) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF

EXISTING CONDITIONS, UNLESS OTHERWISE NOTED, THE

CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND

LEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING BUT

NOT LIMITED TO ROOT SYSTEMS, CONCRETE, REINFORCED

CONCRETE, ASPHALT DEBRIS, UNDERBRUSH, TOPSOIL, AND OTHER

DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE

COMPACTED TO 98% STANDARD PROCTOR MAXIMUM DRY DENSITY

FOLLOWING FULL REMOVAL OF THESE MATERIALS.

9) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN

QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONS ARISE

CONCERNING DESIGN AND EFFECTIVENESS OF EROSION CONTROL

DEVICES. 24 HR. CONTACT: NATHAN SPENCE, P.E. (205) 397-0370

10) NO PORTION OF THIS PROPERTY LIES WITHIN A SPECIAL FLOOD

HAZARD AREA PER PANEL 5101290077D DATED 04/02/2009

11) EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED

PRIOR TO ANY OTHER CONSTRUCTION ON THE SITE AND

MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.

LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING STORM PIPE

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

XXXX.XX

XXXX.XX

XXXX

XXXX

1" = 10'

SCALE IN FEET

10 5 10 20

A

M

CG101

NRSNSY

CIVIL GRADING & DRAINAGE PLAN

4 10

GRADING PLAN - TRAILER RELOCATION - AREA B

SCALE: 1"=10'

GRADING PLAN - BUILDING EXPANSION - AREA A

SCALE: 1"=10'

1" = 10'

SCALE IN FEET

10 5 10 20

SHEET NOTES:

DRAWING REFERENCE:

1) H.H. MCGUIRE VAMC - CONSTRUCT SPINAL CORD

ENHANCEMENT CENTER CIVIL CONSTRUCTION DRAWINGS, DATED

09/11/2017 (VA PROJECT NUMBER 652-314)

NOT TO SCALE

KEY PLAN

AREA A

AREA B