ATTACHMENT A4- GeneralCivilStructural Drawings.pdf

NO. DESCRIPTION DATE

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

VA Drawing Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved by:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

RENOVATE SURGICAL SUITE

PHASE II

SALEM VA MEDICAL CENTER

Jon Manninen, COR

2025-12-30

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

ENGINEER OF RECORD

M-R PROJECT NO: 0499-0136

CONSULTANTS

Civil Engineering:

LABELLA ASSOCIATES

Architecture:

PF&A DESIGN, P.C.

Project Number 658-19-103

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

GENERAL

COVER SHEET

GI001

MC/VRDJ

DRAWING INDEX

PROJECT CONSULTANTS

CODE REQUIREMENTSFIRE RATINGS

PATIENT RISK GROUP TABLE

GROUP 1

LOW RISK

GROUP 2

MEDIUM RISK

GROUP 3

HIGH RISK

GROUP 4

HIGHEST RISK

- ADMINISTRATIVE OFFICES

- PUBLIC CORRIDORS

- ELEVATORS

- DAY ROOMS

- CANTEEN RETAIL STORE

- VACANT WARDS OR VACANT

ICU'S ETC.

- OUTPATIENT, URGENT CARE

& PRIMARY CARE CLINICS

- LABORATORY

- CARDIOLOGY

- ECHOCARDIOGRAPHY

- ENDOSCOPY

- FOOD SERVICES

- INTERIM CARE & MEDICAL

UNITS

- NUCLEAR MEDICINE

- PHARMACY

- PHYSICAL THERAPY

- RADIOLOGY & NUCLEAR

MEDICINE

- RESPIRATORY THERAPY

- CCU

- EMERGENCY ROOM

- LABORATORY

- OUTPATIENT SURGERY

- PHARMACY

- POST ANESTHESIA CARE UNIT

- SURGICAL UNITS

- ANY AREA CARING FOR

IMMUNICOMPROMISED

PATIENTS

- SPD STORAGE /

STERILIZATION

- INTENSIVE CARE UNITS

- TB NEGATIVE PRESSURE

ISOLATION ROOMS

-OPERATING ROOM

INFECTION CONTROL MATRIX - CLASS OF PRECAUTIONS:

CONSTRUCTION PROJECT BY PATIENT RISK

PATIENT RISK GROUP

LOW RISK GROUP 1

MEDIUM RISK GROUP 2

HIGH RISK GROUP 3

HIGHEST RISK GROUP 4

TYPE A TYPE B TYPE C TYPE D

I

I

I

II

II

II

II

III/IV

II

II

III/IV

III/IV

III/IV

IV

IV

IV

CONSTRUCTION PROJECT TYPE

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISK LEVEL INDICATE THAT

CLASS III OR CLASS IV CONTROL PROCEDURES ARE NECESSARY.

1. EXECUTE WORK BY METHODS TO

MINIMIZE RAISING DUST FROM

CONSTRUCTION OPERATIONS.

2. IMMEDIATELY REPLACE A CEILING TILE

DISPLACED FOR VISUAL INSPECTIONS.

DURING CONSTRUCTION PROJECT UPON COMPLETION OF PROJECT

C L A

S

I

C L

A S

S

II

1. PROVIDE ACTIVE MEANS TO PREVENT

AIRBORNE DUST FROM DISPERSING INTO

ATMOSPHERE.

2.WATER MIST WORK SURFACES TO

CONTROL DUST WHILE CUTTING.

3.SEAL UNUSED DOORS WITH DUCT TAPE.

4.BLOCK OFF AND SEAL AIR VENTS.

5.PLACE DUST MAT AT ENTRANCE AND EXIT

OF WORK AREA.

6.REMOVE OR ISOLATE HVAC SYSTEM IN

AREAS WHERE WORK IS BEING

PERFORMED.

1.WIPE WORK SURFACES WITH DISINFECTANT.

2.CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

3.WIPE WORK SURFACES WITH DISINFECTANT,

WET MOP AND/OR VACUUM WITH HEPA

VACUUM BEFORE LEAVING WORK AREA.

4.REMOVE ISOLATION OF HVAC.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE FOLLOWING INFECTION CONTROL PRECAUTIONS

DEPENDING UPON THE AREA CLASS DESIGNATION

C L

A

II

I

C L A

IV

1.REMOVE OR ISOLATE HVAC SYSTEM IN AREA

WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

2.COMPLETE ALL CRITICAL BARRIERS, I.E.,

SHEETROCK, PLYWOOD, PLASTIC, TO SEAL

AREA FROM NON-WORK AREA OR IMPLEMENT

CONTROL CUBE METHOD (CART WITH PLASTIC

COVERING AND SEALED CONNECTION TO

WORK SITE WITH HEPA VACUUM FOR

VACUUMING PRIOR TO EXIT) BEFORE

CONSTRUCTION BEGINS.

3.MAINTAIN NEGATIVE AIR PRESSURE WITHIN

WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS.

4.CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

5.COVER TRANSPORT RECEPTACLES OR

CARTS. TAPE COVERING UNLESS SOLID LID.

1.DO NOT REMOVE BARRIERS FROM WORK

AREA UNTIL COMPLETED PROJECT IS

INSPECTED BY THE ENVIRONMENTAL HEALTH

AND SAFETY AND INFECTION CONTROL AND

THOROUGHLY CLEANED BY ENVIRONMENTAL

SANITATION SECTION.

2.REMOVE BARRIER MATERIALS CAREFULLY TO

MINIMIZE SPREADING OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

3.VACUUM WORK AREA WITH HEPA FILTERED

VACUUMS.

4.WET MOP AREA WITH DISINFECTANT.

5.REMOVE ISOLATION OF HVAC SYSTEM IN AREAS

WHERE WORK IS BEING PERFORMED.

1.OBTAIN INFECTION CONTROL PERMIT BEFORE

CONSTRUCTION BEGINS.

2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK

IS BEING DONE TO PREVENT CONTAMINATION

OF DUCT SYSTEM.

3.COMPLETE ALL CRITICAL BARRIERS OR

IMPLEMENT CONTROL CUBE METHOD BEFORE

CONSTRUCTION BEGINS.

4.MAINTAIN NEGATIVE AIR PRESSURE WITHIN

WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS.

5.SEAL HOLES, PIPES, CONDUITS AND

PUNCTURES APPROPRIATELY.

6.CONSTRUCT ANTEROOM AND REQUIRE ALL

PERSONNEL TO PASS THROUGH THIS ROOM

SO THEY CAN BE VACUUMED USING A HEPA

VACUUM CLEANER BEFORE LEAVING WORK SITE

OR THEY CAN WEAR CLOTH OR PAPER

COVERALLS THAT ARE REMOVED EACH TIME

THEY LEAVE THE WORK SITE.

7.ALL PERSONNEL ENTERING WORK SITE ARE

REQUIRED TO WEAR SHOE COVERS.

1.DO NOT REMOVE BARRIERS FROM WORK

AREA UNTIL COMPLETED PROJECT IS

THOROUGHLY CLEANED BY ENVIRONMENTAL

MANAGEMENT.

2.VACUUM WORK AREA WITH HEPA FILTERED

VACUUMS.

3.WET MOP AREA WITH DISINFECTANT.

4.REMOVE BARRIER MATERIALS CAREFULLY

TO MINIMIZE SPREADING OF DIRT AND

DEBRIS ASSOCIATED WITH CONSTRUCTION.

5.CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

6.COVER TRANSPORT RECEPTACLES OR

CARTS. TAPE COVERING.

7.REMOVE ISOLATION OF HVAC SYSTEM IN

AREAS WHERE WORK IS BEING

PERFORMED.

DURING CONSTRUCTION PROJECT UPON COMPLETION OF PROJECT

Infection Control Risk Mitigation Recommendations Matrix of Precautions for Construction and Renovation

Type of Construction / Project Activity Table

TYPE A

Inspection and Non-Invasive Activities

Includes, but is not limited to:

-Removal of ceiling tiles for visual inspection limited to 20 Ln Ft tile per 160 sq. ft. space.

-Painting (but not sanding).

-Wall covering, electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection.

-Patching walls - not exceeding 8 sq. ft.

TYPE B

Small scale, short duration activities which create minimal dust.

Includes, but is not limited to:

-Installation of telephone and computer cabling.

-Access to chase spaces.

-Cutting of walls or ceiling where dust migration can be controlled.

-Patching walls - exceeding 8 sq. ft.

TYPE C

Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components and assemblies or new construction.

Includes, but is not limited to:

-Sanding of walls for painting or wall covering exceeding 32 sq. ft., or vacant areas.

-Removal of floor coverings, ceiling tiles and casework.

-New wall construction -Uncontained duct, HVAC or electrical work above ceilings.

-Major cabling activities.

-Any other project where high levels of dust are generated.

TYPE D

Major demolition and construction projects

Includes, but is not limited to:

-Activities that require consecutive work shifts -Requires heavy demolition or removal of a complete cabling system.

-New Construction.

UL SYSTEM HW-D-0262

FOR FLUTED STEEL DECK/

CONCRETE FLOOR ASSEMBLY

AND GYPSUM WALLBOARD WALL

1 &2 HR. RATING

JOINT WIDTH: 1" MAXIMUM

GYPSUM WALLBOARD/

STUD WALL ASSEMBLY

MAXIMUM 3" DEEP FLUTED

GALVANIZED STEEL DECK

WITH MINIMUM 2-1/2" THICK

REINFORCED CONCRETE

FLOOR.

TYPE A OR AS: MINIMUM 5/8" THICKNESS

OF FILL MATERIAL APPLIED WITHIN JOINT

OPENING ON EACH SIDE OF THE WALL,

FLUSH WITH EACH SURFACE OF THE WALL.

MINERAL WOOL INSULATION (MINIMUM

4.0 PCF) FIRMLY PRESSED INTO THE

FLUTES OF THE STEEL DECK AS A

PERMANENT FORM.

CONCRETE FLOOR

MINIMUM 4-1/2"

THICKNESS

2 HR. SPRAY ON FIREPROOFING

CONCRETE FLOOR

MINIMUM 4-1/2"

THICKNESS

IN 2 HR. FIRE-RATED WALL

ASSEMBLIES, FOAM BACKER

ROD FRICTION-FIT INTO JOINT

OPENING AND RECESSED A

MINIMUM 5/8" FORM EACH SURFACE

OF WALL.

MINERAL WOOL INSULATION (MINIMUM

4.0 PCF) FIRMLY PRESSED INTO THE

FLUTES OF THE STEEL DECK AS A

PERMANENT FORM.

TYPE X GYPSUM WALLBOARD/

STUD WALL ASSEMBLY

MAXIMUM 3" DEEP FLUTED

GALVANIZED STEEL DECK

WITH MINIMUM 2-1/2" THICK

REINFORCED CONCRETE

FLOOR.

UL SYSTEM HW-D-0262

FOR FLUTED STEEL DECK/

CONCRETE FLOOR ASSEMBLY

AND GYPSUM WALLBOARD WALL

1 &2 HR. RATING

JOINT WIDTH: 1" MAXIMUM

TYPE A OR AS: MINIMUM 5/8" THICKNESS

OF FILL MATERIAL APPLIED WITHIN JOINT

OPENING ON EACH SIDE OF THE WALL,

FLUSH WITH EACH SURFACE OF THE WALL.

2 HR SPRAY ON FIREPROOFING

DEAD END CORRIDOR

INTERIOR WALL AND CEILING REQUIREMENTS

INTERIOR FLOOR REQUIREMENTS

APPLICABLE CODES:

- NFPA-10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018

- NFPA-70 NATIONAL ELECTRICAL CODE, 2008

- NFPA-99 HEALTHCARE FACILITIES CODE, 2021

- NFPA 101 LIFESAFETY CODE, 2021

- NFPA-220 STANDARD TYPE OF BUILDING CONSTRUCTION, 2021

PG 18-12 -SURGICAL AND ENDOVASCULAR SERVICES DESIGN GUIDE APRIL 2016 (REV 08/23)

PG 18-14 -ROOM FINISHES, DOOR & HARDWARE SCHEDULE

VA FIRE PROTECTION DESIGN MANUAL 9TH EDITION NOVEMBER 2023

NFPA 101

BUILDING AREA

BUILDING OCCUPANCY CLASSIFICATION

TYPE OF CONSTRUCTION

BUILDING HEIGHT

FIRE SUPPRESSION SYSTEM

INTERIOR FINISHES

OCCUPANT LOAD

EXITS - MINIMUM NUMBER REQUIRED

STAIRWAY WIDTH

BUILDING STORIES

HEALTHCARE (EXISTING)

TYPE I (3, 3, 2)

NFPA 13 SPRINKLER SYSTEM

CONSTRUCTION ELEMENTS

INTERIOR

HOURS

TYPE I ( 3,3,2)

EXTERIOR

GENERAL NOTES:

1) ALL RATED INTERIOR PARTITION SHOULD BE CONSTRUCTED IN ACCORDANCE

WITH THE RATED PARTITION SCHEDULE UNLESS NOTED OTHERWISE ON THE FLOOR

PLANS

CONSTRUCTION TYPE

APPLICABLE CODE EXCERPTS :

1. ALL REQUIRED HANDRAILS,

GUARDS, AND GRAB BARS SHALL

BE DESIGNED AND CONSTRUCTIED

TO THE STRUCTURAL LOADING

CONDITIONS IN SECTION 4.4 OF

ACSE 7.

CLASS B

NFPA 101, 10.2.8.1

CLASS B OR C = SPACES < 4 PEOPLE

FINISHES 48"H MAX AFF

NFPA 101, 10.2.8.1

SUPPORTING MORE THAN ONE FLOOR,

COLUMNS, OR OTHER BEARING WALLS

SUPPORTING ONE FLOOR ONLY

PLUMBING FIXTURES

CORRIDORS I-2 BED MOVEMENT = 96 INCHES

CORRIDOR ACCESS (MIN.) = 60 INCHES

CLASS II OR A MINIMUM CRITICAL RADIANT FLUX OF

0.1 W/SQ CM (NFPA 101,10.2.8.2)

CORRIDOR WIDTH

EGRESS CLEAR WIDTH NFPA 101, 7.3.3.1 (1005.3.2)

UNLIMITED

30 FT. SPRINKLED (NFPA 101,18.2.5.2)

COMMON PATH OF TRAVEL 100 FT. SPRINKLED (NFPA 101,18.2.5.3)

TRAVEL DISTANCE 200 FT. SPRINKLED (NFPA 101,18.2.6.2.1)

• AMBULATORY (100 SF/OCC)

- 20,728 NSF

- 208 OCCUPANT

• UNCONCENTRATED ASSEMBLY (15 SF/OCC)

- 185 NSF

- 13 OCCUPANT

• STORAGE AND MECHANICAL (300 SF/OCC)

- 1,876 NSF

- 7 OCCUPANT

• TOTAL OCCUPANT LOAD = 228 OCCUPANTS

(TABLE 7.3.1.2)

AREA OF REFUGE

NFPA 101, 18.3.3.2

SEPARATION DISTANCE OF EXITS

(OVERALL DIAGONAL OF THE AREA SERVED)

2 REQ < 500 OCCUPANTS. (NFPA 101, 7.4.1.1)

1/3 L - SPRINKLERED (NFPA 101,7.5.1.3.3)

1/2 L - NON-SPRINKLERED (NFPA 101,7.5.1.3.2)

N/A

STAIR CLEAR WIDTH (1005.3.1)

SMOKE COMPARTMENTS

SIZE

TRAVEL DISTANCE

ASSEMBLY RATINGS:

WALLS, DOORS, GLAZING

CAN BE UP TO 40,000 SF MAX SINCE NO PATIENT

SLEEPING ROOMS ARE IN THE RENOVATION SMOKE

ZONE - 22,500 SF MAX (NFPA 101, 18.3.7.1.3)

WALL - "SMOKE BARRIER" 1 HOUR

DOOR - 1/3 HOUR (PROVIDE CLOSER 18.3.7.8.1)

GLAZING - 3/4 HOUR

(NFPA 101,TABLE 8.3.3.2.2)

SUITES

SIZE

TRAVEL DISTANCE

ASSEMBLY RATINGS:

WALLS, DOORS, GLAZING

NUMBER OF EXITS

10,000 SF MAX - SMOKE DEDECTION (18.2.5.7.2.3.C)

100 FT. TO SUITE EXIT ACCESS DOOR (NFPA 101,

18.2.5.7.2.4.A AND 18.2.5.7.3.3.A)

2 REQUIRED > 1000 SF (NFPA 101,18.2.5.7.2.2.B)

• WALL - "SMOKE PARTITION" (NFPA 101, 18.2.5.7.1.2 AND

18.3.6.2)

• DOOR - CLOSER NOT REQUIRED (NFPA 101, 18.3.6.3)

*SEAL ASSEMBLIES TO LIMIT PASSAGE OF SMOKE

SLEEPING

NON-SLEEPING

SLEEPING

NON-SLEEPING 2 REQUIRED > 2500 SF (NFPA 101,18.2.5.7.3.2.B)

FIRE WALL LABELING

FIRE EXTINGUISHER

TYPE

TRAVEL DISTANCE

2-A (TABLE 6.2.1.1)

75 FT. (TABLE 6.2.1.1)

200 FT. (NFPA 101,18.2.6.2.1)

BEARING WALLS

SUPPORTING A ROOF ONLY 3

SUPPORTING MORE THAN ONE FLOOR,

COLUMNS, OR OTHER BEARING WALLS

SUPPORTING A ROOF ONLY 2

SUPPORTING ONE FLOOR ONLY

SUPPORTING MORE THAN ONE FLOOR,

COLUMNS, OR OTHER BEARING WALLS

SUPPORTING ONE FLOOR ONLY

SUPPORTING A ROOF ONLY

COLUMNS

SUPPORTING MORE THAN ONE FLOOR,

COLUMNS, OR OTHER BEARING WALLS

SUPPORTING ONE FLOOR ONLY

SUPPORTING A ROOF ONLY

BEAMS,

GIRDERS,

TRUSSES AND

ARCHES

FLOOR / CEILING ASSEMBLIES 2

ROOF / CEILING ASSEMBLIES 1 1/2

INTERIOR NONBEARING WALLS 0

EXTERIOR NONBEARING WALLS 0

30'-4'' (ETR)

22,920 DGSF

N/A

N/A

164*.2=33'' , 36''

MINIMUM APPLIES - APPEARS TO BE 168'' PROVIDED

SEE SHEET GI006 FOR OCCUPANT LOAD PLAN

15,000 SF MAX - SMOKE DEDECTION (NFPA 101, 18.2.5.7.2.3.2.B)

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved by:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD PF&A DESIGN, P.C.

REGISTERED ARCHITECTCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

one eighth inch = one foot one quarter inch = one foot three eigths inch = one foot one half inch = one foot three quarter inch = one foot

6" 0 one inch = one foot

6" 0 one and one half inch = one foot

6" 0 three inch = one foot

6"

Architecture:

PF&A DESIGN, P.C.

GENERAL INFORMATION

M-R PROJECT NO:0499-0136

Jon Manninen, COR

VA Drawing Number

Project Number

Civil Engineering:

LABELLA ASSOCIATES

Fire Protection:

STANTON ENGINEERING SERVICES, LLC

/2 /2

:4

:1

A M

GI002

RENOVATE SURGICAL SUITE

PHASE II

SALEM VA MEDICAL CENTER

2025-12-30 DJP MAT

BID DOCUMENTS

FULLY SPRINKLERED

BUILDING REGULATION DATA & ICRA NOTES

658-19-103

2025−12−30

ALL WORK ON 1ST FLOOR IS CONSTRUCTION TYPE D, RISK GROUP 4, CLASS DESIGNATION IV

ALL WORK IN THE BASEMENT IS CONSTRUCTION TYPE C, RISK GROUP 1,CLASS DESIGNATION II

GI002 1 1/2" = 1'-0"

1 FIRE STOPPING DETAIL

GI002 1 1/2" = 1'-0"

2 FIRE STOPPING DETAIL - TOP OF WALL

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

T

Revisions: Date:

A B C D E F G H I

J K L

E E

E

TRAVEL DISTANCE = 146'-0"

TRAVEL DISTANCE = 142'-0"

TRAVEL DISTANCE = 118'-4"

OR-2

1D-125

OR-3 ROBOTIC

1D-126

OR-4 ROBOTIC

1C-128

CORRIDOR

C1-18

OR-6

1C-130

ORTHO STOR

1C-125

PRE-OP

1C-105

CLEAN

1C-118

LOUNGE

1C-114A

TOILET

1C-114B

ISOLATION

1C-116

NURSE STATION

1C-115A

SOILED

1C-119

OFFICE

1C-155

OFFICE

1C-154

OFFICE

1C-153

OFFICE

1C-152

EXIST. WAITING

1C-150

HAC

1C-108

MEDS

1C-113

EQUIPMENT

1C-111 STORAGE

1C-110

ANTE

1C-117

CORRIDOR

C1-15

CORRIDOR

C1-3

OR-1 HYBRID

1D-123

CONTROL ROOM

1D-124

IT

1D-120

EQUIPMENT

1D-121

PUMP

1D-122

EQUIPMENT

STORAGE

1C-136

HE

HE

T R

A V

E L

D

IS

T A

N C

E

T R

A V

E L

D

IS

T A

N C

E

STORAGE

1C-124

SOILED

1C-142

CYLINDER

STORAGE

1C-143

PACU

1C-115

NURSE

1C-105A

LINEN CLOSET

COMM CTR

1C-106

CORRIDOR

C1-16

CORRIDOR

C1-17

CORRIDOR

C1-19

OR-7

1C-129

ANESTHESIA

WORKROOM

1C-127

HAC

1C-122

LINEN ALCOVE

1C-123

EQUIPMENT

ALCOVE

CORRIDOR

C1-9

CORRIDOR

C1-14

CLEAN CORE

1C-120

OR-5 ORTHO

1C-131

CORRIDOR

C1-12

CORRIDOR

C1-11

TOILET

1C-109

LOCKERS

1C-114C

OFFICE

1C-151

STAIR

S-8

COMMON PATH = 57'-0"

NURSE/ COMM

CENTER

1C-156

TRAVEL DISTANCE = 138'-0"

OFFICE

1C-157

LOUNGE

D-C192

TOILET

D-C193

TOILET

D-C194

TOILET / SHOWER

D-C191

MECH RM

IC-132

WORK RM

1C-129H

CONFERENCE RM

1C-129J

COMMON SPACE

1C-129

OFFICE

1C-129Q

OFFICE

1C-129P

OFFICE

1C-129L

OFFICE

1C-129M

WAITING

1C-129K

MECH

1B-120

IRM

1B-121

ELEC

1B-122

ON-CALL

1B-123

TLT

1B-124

TLT

1B-125

CLEAN

1B-119

FIRE EXTINGUISHER CABINET

FEC

REQUIRED EXIT E

LIFE SAFETY LEGEND

X' - X"

MAX TRAVEL DISTANCE 200'TRAVEL DISTANCE

HORIZONTAL EXIT HE

COMMON PATH

X' - X"

MAX TRAVEL DISTANCE 100'

EXIT SIGN

** SEE ELECTRICAL PLANS FOR EXIT SIGN ORIENTATION**

**HORIZONTAL EXIT LOCATIONS BASED ON RECORD DRAWINGS RECEIVED FROM VA

WALL LEGEND

1 HR. FIRE BARRIER

SMOKE BARRIER

SMOKE PARTITION

2 HR.FIRE BARRIER

1 HR FIRE BARRIER AND SMOKE BARRIER

(BOTH WALL TYPES APPLY)

PATIENT ROOM

D-D116

PATIENT ROOM

D-D115

PATIENT ROOM

D-D112

PATIENT ROOM

D-D111

PATIENT RM

D-D110

PATIENT RM

D-D109

PATIENT RM

D-D108

PCU ROOM

D-D1001

PCU RM

D-D1002

ON CALL

D-D1004

STORAGE

D-D1003

ANTE

D-D1002A

TOILET

D-C159

NURSING

STATION

D-C160

CORRIDOR

D-C161

CLEAN

D-D1029

SOILED HOLDING

D-D1028

ELECTRICAL

D-D1027

IRM

D-C165

RECOVERY CCLO

D-D101

MEDS

D-D1030

STORAGE

D-C168

NOURISHMENT

D-D1031

TOILET

D-C1005

WAITING

D-C1006

TOILET

D-C172

OFFICE

D-C173

ELECTRICAL

D-C175

CORRIDOR

D-C177

GROUP OFFICE

D-C1015

PCU OFFICE

D-C1007

PCU OFFICE

D-C1008

PCU EQUIPMENT

D-C1009

WORK ROOM

D-C1010

PCU LOUNGE /

LOCKERS

D-C1012

ELEV

D-C186

OFFICE

D-C1019

OFFICE

D-C1018

LOGISTICS

D-C1020

CORRIDOR

XC

STAIR

XB

HOUSEKEEPING

D-C103

ELECTRICAL

D-C198

OFFICE

D-C190

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved by:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD PF&A DESIGN, P.C.

REGISTERED ARCHITECTCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

one eighth inch = one foot one quarter inch = one foot three eigths inch = one foot one half inch = one foot three quarter inch = one foot

6" 0 one inch = one foot

6" 0 one and one half inch = one foot

6" 0 three inch = one foot

6"

Architecture:

PF&A DESIGN, P.C.

GENERAL INFORMATION

M-R PROJECT NO:0499-0136

Jon Manninen, COR

VA Drawing Number

Project Number

Civil Engineering:

LABELLA ASSOCIATES

Fire Protection:

STANTON ENGINEERING SERVICES, LLC

/2 /2

:4

:3

A M

GI003

RENOVATE SURGICAL SUITE

PHASE II

SALEM VA MEDICAL CENTER

2025-12-30 DJP MAT / SKC

BID DOCUMENTS

FULLY SPRINKLERED

LIFE SAFETY PLAN

FIRST FLOOR - OVERALL 658-19-103

2025−12−30

SCALE: 3/32" = 1'-0"1 FIRST FLOOR PLAN - LIFE SAFETY

BUILDING 143

KEY PLAN

PLAN

NORTH

PHASE 2

PHASE 1

PHASE 3

PHASE 3

PHASE 4

ACTUAL

NORTH

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

J K L

E

E

OR-2

1D-125

OR-3 ROBOTIC

1D-126

OR-4 ROBOTIC

1C-128

ORTHO STOR

1C-125

OR-6

1C-130

OR-1 HYBRID

1D-123

CONTROL ROOM

1D-124

IT

1D-120

EQUIPMENT

1D-121

PUMP

1D-122

SOILED

1C-142

CYLINDER

STORAGE

1C-143

EALLOWABLE TRAVEL DISTANCE = 200'-0"

ACTUAL TRAVEL DISTANCE = 118'-4"

HE

HE

A L

L O

W A

B L

E T

R A

V E

L D

IS

T

A N

C E

A C

T U

A L

T R

A V

E L

D

IS

T A

N C

E

A L

L O

W A

B L

E T

R A

V E

L D

IS

T

A N

C E

A C

T U

A L

T R

A V

E L

D

IS

T A

N C

E

ALLOWABLE TRAVEL DISTANCE = 200'-0"

ACTUAL TRAVEL DISTANCE = 142'-0"

OFFICE

IC-119

OFFICE

IC-120

OFFICE

IC-121

PACU

EQUIPMENT

IC-118

HK

IC-159

TOILET

IC-109

WAITING

IC-111

SOILED

IC-125

TLT

IC-1005

PRE OP

IC-106

CLEAN

IC-157

NURSE/COMM

CNTR

IC-105

LOCKERS

IC-107

OR-7

1C-129

CLEAN CORE

1C-120

CLEAN CORE

1C-120

EQUIPMENT

STORAGE

1C-136

HAC

1C-122

LINEN ALCOVE

1C-123

STORAGE

1C-124

OR-5 ORTHO

1C-131

ANESTHESIA

WORKROOM

1C-127

ALLOWABLE TRAVEL DISTANCE = 200'-0"

ACTUAL TRAVEL DISTANCE = 121'-0"

NURSE/ COMM

CENTER

1C-156

OFFICE

1C-157

MECH RM

IC-132

LOUNGE

D-C192

TOILET

D-C193

TOILET

D-C194

WORK RM

1C-129H

COMMON SPACE

1C-129

OFFICE

1C-129Q

CONFERENCE RM

1C-129J

WAITING

1C-129K

OFFICE

1C-129L

OFFICE

1C-129M

OFFICE

1C-129P

MECH

1B-120

CLEAN

1B-119

IRM

1B-121

ELEC

1B-122

ON-CALL

1B-123

TLT

1B-124

TLT

1B-125

FIRE EXTINGUISHER CABINET

FEC

REQUIRED EXIT E

LIFE SAFETY LEGEND

X' - X"

MAX TRAVEL DISTANCE 200'TRAVEL DISTANCE

HORIZONTAL EXIT HE

COMMON PATH

X' - X"

MAX TRAVEL DISTANCE 100'

EXIT SIGN

** SEE ELECTRICAL PLANS FOR EXIT SIGN ORIENTATION**

**HORIZONTAL EXIT LOCATIONS BASED ON RECORD DRAWINGS RECEIVED FROM VA

WALL LEGEND

1 HR. FIRE BARRIER

SMOKE BARRIER

SMOKE PARTITION

2 HR.FIRE BARRIER

1 HR FIRE BARRIER AND SMOKE BARRIER

(BOTH WALL TYPES APPLY)

PATIENT ROOM

D-D116

PATIENT ROOM

D-D115

PATIENT ROOM

D-D112

PATIENT ROOM

D-D111

PATIENT RM

D-D110

PATIENT RM

D-D109

PATIENT RM

D-D108 PCU ROOM

D-D1001

PCU RM

D-D1002

ON CALL

D-D1004

STORAGE

D-D1003

ANTE

D-D1002A

TOILET

D-C159

NURSING

STATION

D-C160

CORRIDOR

D-C161

CLEAN

D-D1029

SOILED HOLDING

D-D1028

ELECTRICAL

D-D1027

IRM

D-C165

RECOVERY CCLO

D-D101

MEDS

D-D1030

STORAGE

D-C168

NOURISHMENT

D-D1031

TOILET

D-C1005

WAITING

D-C1006

TOILET

D-C172

OFFICE

D-C173

ELECTRICAL

D-C175

CORRIDOR

D-C177

GROUP OFFICE

D-C1015

PCU OFFICE

D-C1007

PCU OFFICE

D-C1008

PCU EQUIPMENT

D-C1009

WORK ROOM

D-C1010

PCU LOUNGE /

LOCKERS

D-C1012

ELEV

D-C186

OFFICE

D-C1019

OFFICE

D-C1018

LOGISTICS

D-C1020

CORRIDOR

XC

STAIR

XB

HOUSEKEEPING

D-C103

ELECTRICAL

D-C198

ISOLATION ROOM

D-C117

ANTE

D-C119

OFFICE

D-C118

ANEST OFFICE

D-C116

BREAK RM

D-C113

RECOVERY

D-C13A

BIOHAZARD

D-C111

WAITING ROOM

D-C110

NURSE STATION

DC-12

PACU

DC-11

TOILET

D-C114

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved by:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD PF&A DESIGN, P.C.

REGISTERED ARCHITECTCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

one eighth inch = one foot one quarter inch = one foot three eigths inch = one foot one half inch = one foot three quarter inch = one foot

6" 0 one inch = one foot

6" 0 one and one half inch = one foot

6" 0 three inch = one foot

6"

Architecture:

PF&A DESIGN, P.C.

GENERAL INFORMATION

M-R PROJECT NO:0499-0136

Jon Manninen, COR

VA Drawing Number

Project Number

Civil Engineering:

LABELLA ASSOCIATES

Fire Protection:

STANTON ENGINEERING SERVICES, LLC

/2 /2

:4

:4

A M

GI004

RENOVATE SURGICAL SUITE

PHASE II

SALEM VA MEDICAL CENTER

2025-12-30 DJP MAT / SKC

BID DOCUMENTS

FULLY SPRINKLERED

LIFE SAFETY PLAN - BID DEDUCT

658-19-103

2025−12−30

SCALE: 3/32" = 1'-0"1 FIRST FLOOR PLAN - LIFE SAFETY - BID DEDUCT

BUILDING 143

KEY PLAN

PLAN

NORTH

PHASE 2

PHASE 1

PHASE 3

PHASE 3

PHASE 4

ACTUAL

NORTH

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

CR

CR

OL

CR

CR

CR

AO

SL

CR

AO

OL OL OL

CR

AO

SL

OL

CR

CR

CR

AO

CR

CR

OL

CR

CR

CR

AO

SL

CR

AO

OL OL OL

CR

AO

SL

OL

CR

CR

CR

CR

AO

SUITES INFORMATION

WALL LEGEND

1 HR. FIRE BARRIER

SMOKE BARRIER

SMOKE PARTITION

2 HR.FIRE BARRIER

1 HR FIRE BARRIER AND SMOKE BARRIER

(BOTH WALL TYPES APPLY)

5021 SF

EXISTING SLEEPING

SUITE

2981 SF

SUITE

4777 SF

SLEEPING SUITE

9800 SF

SUITE

95' TRAVEL DISTANCE

92' TRAVEL

DISTANCE

HE

' T R

A V

E L

D

IS

T A

N C

E

HE

96' TRAVEL

DISTANCE

85' TRAVEL

DISTANCE

60' TRAVEL

DISTANCE

HE 83' TRAVEL

DISTANCE

1987 SF

SUITE

12106 SF

SUITE

23731 SF

SMOKE

COMPARTMENT

95' TRAVEL DISTANCE

95' TRAVEL

DISTANCE

HE

' T R

A V

E L

D

IS

T A

N C

E

HE

105' TRAVEL

DISTANCE

140' TRAVEL

DISTANCE

85' TRAVEL

DISTANCE

90' TRAVEL

DISTANCE

HE

8585 SF

SMOKE

COMPARTMENT

2252 SF

SMOKE

COMPARTMENT

11242 SF

SMOKE

COMPARTMENT

21437 SF

SMOKE

COMPARTMENT

4866 SF

SMOKE

COMPARTMENT

6708 SF

SMOKE

COMPARTMENT

2515 SF

SMOKE

COMPARTMENT

2250 SF

SMOKE

COMPARTMENT

SUITES 18.2.5.7.1

SUITE SEPARATION SHALL BE CONSTRUCTED IN ACCORDANCE IN 18.3.6.2 - CORRIDOR WALLS.

PATIENT CARE NON SLEEPING SUITES MAXIMUM SIZE 12,500 SF. (18.2.5.7.3)

NON SLEEPING SUITES REQUIRE 2 EXIT ACCESS DOORS IF MORE THAN 2500 SF (18.2.5.7.3.2)

ONE MEANS OF EGRESS SHALL BE DIRECT TO A CORRIDOR OR AN EXIT STAIR.

ONE MEANS OF EGRESS SHALL BE PERMITTED TO BE INTO ANOTHER SUITE.

TRAVEL DISTANCE WITHIN A NON SLEEPING TO AN EXIT ACCESS SHALL NOT EXCEED 100 FEET (18.2.5.7.3.4A)

TRAVEL DISTANCE WITHIN A NON SLEEPING SUITE TO AN EXIT SHALL NOT EXCEED 200 FEET (18.2.5.7.3.4.B)

FIRE EXTINGUISHER CABINET

FEC

REQUIRED EXIT E

LIFE SAFETY LEGEND

X' - X"

MAX TRAVEL DISTANCE 200'TRAVEL DISTANCE

HORIZONTAL EXIT HE

COMMON PATH

X' - X"

MAX TRAVEL DISTANCE 100'

EXIT SIGN

** SEE ELECTRICAL PLANS FOR EXIT SIGN ORIENTATION**

**HORIZONTAL EXIT LOCATIONS BASED ON RECORD DRAWINGS RECEIVED FROM VA

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved by:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD PF&A DESIGN, P.C.

REGISTERED ARCHITECTCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

one eighth inch = one foot one quarter inch = one foot three eigths inch = one foot one half inch = one foot three quarter inch = one foot

6" 0 one inch = one foot

6" 0 one and one half inch = one foot

6" 0 three inch = one foot

6"

Architecture:

PF&A DESIGN, P.C.

GENERAL INFORMATION

M-R PROJECT NO:0499-0136

Jon Manninen, COR

VA Drawing Number

Project Number

Civil Engineering:

LABELLA ASSOCIATES

Fire Protection:

STANTON ENGINEERING SERVICES, LLC

/2 /2

:4

:5

A M

GI005

RENOVATE SURGICAL SUITE

PHASE II

SALEM VA MEDICAL CENTER

2025-12-30 DJP MAT / SKC

BID DOCUMENTS

FULLY SPRINKLERED

SMOKE COMPARTMENT & SUITE PLANS

FIRST FLOOR 658-19-103

2025−12−30

BUILDING 143

KEY PLAN

PLAN

NORTH

PHASE 2

PHASE 1

PHASE 3

PHASE 3

PHASE 4

ACTUAL

NORTH

SCALE: 1" = 20'-0"3 FIRST FLOOR PLAN - SUITE

SCALE: 1" = 20'-0"2 FIRST FLOOR NEW SMOKE COMPARTMENT PLAN

SCALE: 1" = 20'-0"1 FIRST FLOOR EXISTING SMOKE COMPARTMENT PLANS

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

J K L

404 SF

MES

86 SF

MES

333 SF

MES

151 SF

MES

59 SF

MES

86 SF

MES

177 SF

MES 185 SF

UNCONCENTRATED

ASSEMBLY

18 SF

MES

297 SF

MES

OCCUPANT LOAD LEGEND

(MES) MECHANICAL,

ELECTRICAL AND STORAGE

AMBULATORY HEALTHCARE

UNCONCENTRATED ASSEMBLY

265 SF

MES

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved by:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD PF&A DESIGN, P.C.

REGISTERED ARCHITECTCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

one eighth inch = one foot one quarter inch = one foot three eigths inch = one foot one half inch = one foot three quarter inch = one foot

6" 0 one inch = one foot

6" 0 one and one half inch = one foot

6" 0 three inch = one foot

6"

Architecture:

PF&A DESIGN, P.C.

GENERAL INFORMATION

M-R PROJECT NO:0499-0136

Jon Manninen, COR

VA Drawing Number

Project Number

Civil Engineering:

LABELLA ASSOCIATES

Fire Protection:

STANTON ENGINEERING SERVICES, LLC

/2 /2

:4

:5

A M

GI006

RENOVATE SURGICAL SUITE

PHASE II

SALEM VA MEDICAL CENTER

2025-12-30 DJP MAT / SKC

BID DOCUMENTS

FULLY SPRINKLERED

OCCUPANT LOAD PLAN

FIRST FLOOR 658-19-103

2025−12−30

BUILDING 143

KEY PLAN

PLAN

NORTH

PHASE 2

PHASE 1

PHASE 3

PHASE 3

PHASE 4

ACTUAL

NORTH

SCALE: 3/32" = 1'-0"1 FIRST FLOOR PLAN - OCCUPANT LOAD

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

SOIL: 41C

HSG: B

W W

W W

E

E

E

E

E

E

E

E E

E

E E E E

E E

E

E

E

E

E

E

E E

E

E

E

E

E

T

T T

T

T T

T

T

T

T T T

T T

T T

T

T

T

T T

T

T

T

T

T

ST

ST

ST

ST

ST

G

G G

G

GG

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

NO. DESCRIPTION DATE

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6"

6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

VA Drawing Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved by:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

RENOVATE SURGICAL SUITE

PHASE II

SALEM VA MEDICAL CENTER

Jon Manninen, COR

2025-12-30

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

ENGINEER OF RECORDCONSULTANTS

Civil Engineering:

LABELLA ASSOCIATES

Architecture:

PF&A DESIGN, P.C. Project Number 658-19-103

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

JJP EBP

PLAN

NORTH

ACTUAL

NORTH

0' 10' 20' 30'

SCALE 1" = 10'

12/30/2025

C-100

EXISTING CONDITIONS

EXISTING CONDITIONS:

SYMBOLS:

LEGEND

EXISTING CONDITIONS AS SHOWN BY FIELD SURVEY COMPLETED BY ACCUPOINT

SURVEYING & DESIGN, LLC DATED 10/07/2025. SUBSURFACE RADAR SURVEY

COMPLETED BY AMERIMARK LOCATE DATED 10/06/2025.

CIVIL

C-100

1 EXISTING CONDITIONS PLAN

SCALE: 1" = 10'

W

W W

E

E

E

E

E

E

E

E E

E

E E E E

E E

E

E E

E

E

E

E

E

T

T T

T T

T

T

T

T T T

T T

T T

T T

T

T

G

G G

G

GG

SS

SS

REMOVE AND DISPOSE OF EXISTING CONCRETE SLABS AND

UNDERGROUND FUEL TANKS. IN THE EVENT OF A SUPPOSED

LEAK OR FUEL DISCHARGE, NOTIFY PROJECT ENVIRONMENTAL

INSPECTOR IMMEDIATELY.

REMOVE AND DISPOSE OF ASSOCIATED UNDERGROUND PIPING,

VENTS, AND ELECTRICAL LINES.

FULL-DEPTH ASPHALT SAWCUT LIMITS, REMOVE AND DISPOSE OF

EXISTING ASPHALT PAVEMENT.

REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND

GUTTER AT NEAREST JOINT LINES.

EXISTING SITE FEATURE TO BE REMOVED

APPROX. SAWCUT LIMITS

REMOVE UNDERGROUND UTILITY

REMOVE ASPHALT PAVEMENT MATERIAL

REMOVE CONCRETE PAVEMENT

MATERIAL

REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK AT

NEAREST JOINT LINES. SAWCUT AT CRACK CONTROL LINES IF

NECESSARY.

SALVAGE AND PROTECT EXISTING TRASH CAN AND BENCH AND

RETURN TO OWNER. REPLACE AT THE OWNER'S DISCRETION

AFTER CONSTRUCTION IS COMPLETED.

DEMOLITION KEY NOTES & LEGEND

LINETYPE/BLOCK DESCRIPTION

W W

W W

E

E

E

E

E

E

E

E E

E

E E E E

E E E

E E

E

E

E

E

E

T

T T

T T

T

T

T

T T T

T T

T T

T T

T

T

G

G G

G

GG

SS

SS

SF

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD

LOD

LOD

LOD LOD LOD LOD

LOD

LOD

LOD

LODLODLODLOD

SF

SF

SF

SF SF SF

SF

SF

SF

SF

SF

SF

IP

CE

TP

PROTECT

EXISTING TREE

ESC LIMITS OF

DISTURBANCE,

±0.14 AC (6,280 SQFT)

TP

PROTECT EXISTING

BUSHES

NO. DESCRIPTION DATE

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6"

6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

VA Drawing Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved by:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

RENOVATE SURGICAL SUITE

PHASE II

SALEM VA MEDICAL CENTER

Jon Manninen, COR

2025-12-30

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

ENGINEER OF RECORDCONSULTANTS

Civil Engineering:

LABELLA ASSOCIATES

Architecture:

PF&A DESIGN, P.C. Project Number 658-19-103

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

JJP EBP

PLAN

NORTH

ACTUAL

NORTH

0' 10' 20' 30'

SCALE 1" = 10'

12/30/2025

C-110

CIVIL

DEMOLITION &

EROSION CONTROL PLANS

LIMITS OF DISTURBANCE

LINETYPE/BLOCK DESCRIPTION

EROSION CONTROL LEGEND

LOD

SF SF SILT FENCE

LOD

SF

INLET PROTECTIONIP

TEMPORARY CONSTRUCTION ENTRANCECE

TREE PROTECTION FENCETP

C-110

1 DEMOLITION PLAN

SCALE: 1" = 10'

C-110

2 EROSION CONTROL PLAN

SCALE: 1" = 10'

W W

E

E

E

E

E

E

E

E E

E

E E E E

E E

E

E E

E

E

E

E

E

T

T T

T T

T

T T

T T T

T T

T T

T T

T

T

SS

UG

UG

UG

UG

UG

UNDERGROUND UTILITIES,

BY OTHERS (TYP.)

SEE MECHANICAL PIPING PLAN

P1-MP102

TWO 8,000 GAL UNDERGROUND

FUEL STORAGE TANKS

(DIRECT BURIED)

BTM. OF TANK ELEV. = 1082' (MIN.)

(SEE SHEET C-501)

UNDERGROUND UTILITIES,

BY OTHERS (TYP.)

MH

MH

MH

MH

MANHOLE ACCESS

(TYP.)

NEW SIDEWALK TO MATCH

EXISTING SECTIONAL THICKNESS.

MATCH TO EXISTING GRADES.

(SEE SHEET C-501)

NEW ASPHALT TO MATCH

EXISTING SECTIONAL THICKNESS.

MATCH TO EXISTING GRADES.

(SEE SHEET C-501)

NEW CG-6 CURB

(SEE SHEET C-501)

REPLACE BENCH & TRASH CAN

AT OWNER'S DISCRETION AFTER

CONSTRUCTION IS COMPLETED

PROP. 4" WATER (DIP)

4'-3"

0+00

8" X 4" TAPPING

SLEEVE & VALVE

(SEE SHEETS C500 - C501)

0+81

4" 1/8 HB

1+16

4" 1/4 HB

1+05

4" CAP

3'-0"

REACTION BLOCKING TO

BE PROVIDED AT ALL BENDS.

(SEE SHEET C-500, TYP.)

CONTRACTOR SHALL CORE CONCRETE

TUNNEL FOR WATERLINE INSTALLATION

AND PROVIDE SEALS AND NON-SHRINK

GROUT TO MAKE WATER-TIGHT

TYPE D VALVE BOX

SEE FIRE PROTECTION

DRAWINGS FOR CONTINUATION

1+03

4" 1/8 HB

0+50

1+00

0+00

.81

.24

.76

.8'

.2'

.8' ' '

-0+50 0+00 0+50 1+00 1+50 1+75

MAINTAIN MINIMUM

3.50' COVER

EX. ELEC LINE

CROSSINGS

(ELEVATION TO BE

VERIFIED BY CONTRACTOR) EX. TELECOM LINE

CROSSINGS

(ELEVATION TO BE

VERIFIED BY CONTRACTOR)

EX. TUNNEL

CROSSING

EX. 8" WATER

(ELEVATION TO

BE VERIFIED BY

CONTRACTOR)

EXISTING GRADE

PROP. 4" WATER (DIP)

4" VALVE & VALVE BOX

(SEE SHEETS C-500 & C-501)

X

0+00

8" X 4" TAPPING

SLEEVE & VALVE (SEE

SHEETS C500 - C501)

INV. = 1086.81'

X

0+81

4" 1/8 HB

INV. = 1087.11'

X

1+05

4" CAP

INV. = 1087.36'

45° HORIZ. BEND

REACTION BLOCKING

TO BE PROVIDED.

(SEE SHEET C-500, TYP.)

X

1+03

4" 1/8 HB

INV. = 1087.33'

NO. DESCRIPTION DATE

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6"

6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

VA Drawing Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved by:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

RENOVATE SURGICAL SUITE

PHASE II

SALEM VA MEDICAL CENTER

Jon Manninen, COR

2025-12-30

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

ENGINEER OF RECORDCONSULTANTS

Civil Engineering:

LABELLA ASSOCIATES

Architecture:

PF&A DESIGN, P.C. Project Number 658-19-103

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

JJP EBP

PLAN

NORTH

ACTUAL

NORTH

0' 10' 20' 30'

SCALE 1" = 10'

12/30/2025

C-200

CIVIL

SITE LAYOUT &

WATERLINE PROFILE

EXISTING

SUBJECT PROPERTY LINE

PROPOSED DESCRIPTION

LEGEND

ADJACENT PROPERTY LINE

MAJOR CONTOUR

MINOR CONTOUR

BUILDING

CONCRETE PAVEMENT

WALKWAY

ASPHALT PAVEMENT

CURB

FENCE

SANITARY MANHOLE

WATERLINE

GAS LINE

U/G ELECTRIC LINE

U/G COMMUNICATIONS LINE

U/G SEWER LINE

U/G STORM LINE

U/G UTILITY LINE, BY OTHERSUG

CLEANOUT/VENT

DRAINAGE MANHOLE

CATCH BASIN

ELECTRIC MANHOLE

ELECTRIC TRANSFORMER

LIGHT POLE

AIR CONDITION COMPRESSOR

HYDRANT

WATER VALVE

TELEPHONE MANHOLE

HEAT PUMP

MH TANK ACCESS MANHOLE

FIRE DEPARTMENT CONNECTION

WATER LINE CAP

SITE PLAN NOTES:

1. CONTRACTOR SHALL TEST PIT FOR EXISTING UTILITIES PRIOR TO CONSTRUCTION.

2. SEE SHEETS C-500 - C-501 FOR SITE DETAILS.

WATERLINE, BY OTHERS

C-200

1 SITE LAYOUT PLAN

SCALE: 1" = 10'

C-200

2 WATERLINE PROFILE

SCALE: H: 1" = 20'

V: 1" = 2'

UTILITY NOTES

1. ALL EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCH.

2. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS ARE TO BE MULCHED AND SEEDED WITHIN 7 DAYS AFTER BACKFILL. NO MORE THAN

500 FT OF TRENCH IS TO BE OPEN AT ONE TIME.

3. CONSTRUCTION ACCESS ROADS SHALL BE LOCATED ON THE UPHILL SIDE OF THE TRENCH OR OVER THE TRENCH WHENEVER POSSIBLE.

4. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE COMPACTED PER CORRESPONDING UTILITY DETAILS IN ORDER TO MINIMIZE EROSION

AND PROMOTE STABILIZATION.

5. ALL WORK MUST BE IN COMPLIANCE WITH APPLICABLE SAFETY REGULATIONS.

6. ALL STREAM CROSSINGS AND STREAM DIVERSION REQUIRE APPROVAL FROM THE ENVIRONMENTAL ENGINEER PRIOR TO ANY INSTREAM

WORK (SEE STREAM CROSSINGS / DIVERSIONS / WORK IN STREAMS).

TEMPORARY SEEDING NOTES

1. FERTILIZER: SHALL BE APPLIED AS 600 LBS./ACRE OF 10-20-10 (14 LBS./1,000 SQ. FT.) OR EQUIVALENT NUTRIENTS. LIME AND

FERTILIZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF THE SOIL IS POSSIBLE.

2. SURFACE ROUGHENING: IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR HARDENED, THE SOIL SURFACE SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OR

OTHER ACCEPTABLE MEANS (SEE SURFACE ROUGHENING, STD. & SPEC. 3.29).

3. TRACKING: TRACKING WITH BULLDOZER CLEATS IS MOST EFFECTIVE ON SANDY SOILS. THIS PRACTICE OFTEN CAUSES UNDUE COMPACTION OF THE SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT GROWTH AS EFFECTIVELY AS OTHER

METHODS OF SURFACE ROUGHENING.

4. SEEDING: SEED SHALL BE EVENLY APPLIED WITH A BORADCAST SEEDER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1.5 INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED NO MORE THAN 0.24 INCH DEEP. OTHER GRASSED AND LEGUMES SHOULD BE PLANTED FROM 0.25 TO 0.5 INCHES DEEP.

5. MULCHING:

5.1. SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING

TO MULCHING, STD & SPEC 3.35, EXCEPT THAT HYDROMULCHES (FIBBER MULCH) WILL NOT BE CONSIDERED ADEQUATE.

STRAW MULCH SHOULD BE USED DURING THESE PERIODS.

5.2. TEMPORARY SEEDINGS MADE UNDER FAVORABLE SOIL AND SITE CONDITIONS DURING OPTIMUM SPRING AND FALL SEEDING

DATES MAY NOT REQUIRE MULCH.

6. RE-SEEDING: AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE-SEEDED AS

SOON AS SUCH AREA ARE IDENTIFIED.

REFER TO SHEET C-402 FOR ADDITIONAL TEMPORARY SEEDING NOTES AND SPECIFICATIONS.

RESTORATION NOTES

1. A SOILS ANALYSIS SHALL BE COMPLETED PRIOR TO APPLYING ANY FERTILIZER OR SOIL AMENDMENT TO ENSURE THE PROPER MIX IS USED.

2. SLOW-RELEASE FERTILIZER: GRANULAR OR PELLETED FERTILIZER CONSISTING OF 50 PERCENT WATER- INSOLUBLE NITROGEN, PHOSPORUS, AND

POTASSIUM IN THE FOLLOWING COMPOSITION.

COMPOSITION: 10 PERCENT NITROGEN, 6 PERCENT PHOSPHOROUS, 4 PERCENT POTASSIUM, BY WEIGHT.

3. CYANAMID COMPOUNDS AND HYDRATED LIME ARE NOT PERMITTED IN FERTILIZER MIXTURES.

4. FERTILIZER IS NOT REQUIRED FOR TEMPORARY SEED.

5. STRAW MULCH: CLEAN, MILDEW- AND SEED FREE OAT OR WHEAT STRAW WELL SEASONED BEFORE BALING, FREE FROM MATURE SEED BEARING STALKS

OR ROOTS OF PROHIBITED OR NOXIOUS WEEDS.

6. HYDRO FIBER MULCH: SHALL BE A WOOD FIBER OR WOOD FIBER AND CELLULOSE MIXTURE, PROVIDING THE CELLULOSE CONTENT DOES NOT EXCEED 20% BY VOLUME AND IS THOROUGHLY MIXED WITH WOOD FIBER MULCH. APPLY LIQUID TACKIFIER UNIFORMLY AT THE RATE OF 60 GALLONS PER ACRE, TO

KEEP STRAW MULCH IN PLACE.

7. PERMANENT SEED SPECIES: REFER TO "PERMANENT SEEDING NOTES" BELOW.

8. SLOPE STABILIZATION MESH STABILIZATION FABRIC SHALL BE ADDED ON ALL SLOPES EXCEEDING ONE FOOT VERTICAL TO THREE FEET HORIZONTAL (1:3).

9. ALL DISTURBED SOILS LOCATED IN LAWN AREAS ARE TO BE TILLED A MINIMUM OF 12" IN ORDER TO RESTORE THE ORIGINAL PROPERTIES OF THE SOIL.

10. FERTILIZER OR LIME ARE NOT TYPICALLY USED FOR TEMPORARY SEEDING, BUT IF USED SHOULD BE IN ACCORDANCE WITH THE PERMANENT SEEDING

NOTES ON THE LANDSCAPE PLAN.

11. ANY SEEDING METHOD MAY BE USED THAT WILL PROVIDE UNIFORM APPLICATION OF SEED TO THE AREA AND RESULT IN RELATIVELY GOOD SOIL TO SEED

CONTACT.

12. MULCH THE AREA WITH HAY OR STRAW AT 2 TONS PER ACRE (4 TONS PER ACRE IN WINTER). QUALIFY OF HAY OR STRAW MULCH ALLOWABLE WILL BE DETERMINED BASED ON LONG TERM USE AND VISUAL CONCERNS. MULCH ANCHORING WILL BE REQUIRED WHERE WIND OR AREAS OF CONCENTRATED

WATER ARE OF CONCERN.

13. TEMPORARY SEEDING SERVES AS MEANS TO REDUCE EROSION AND SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO

FINAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS.

14. TEMPORARY SEEDING REDUCES DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS AND PROVIDES PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED.

15. SPECIFICATIONS: PRIOR TO SEEDING, INSTALL NECESSARY EROSION CONTROL PRACTICES SUCH AS DIKES, WATERWAYS, AND BASINS.

15.1. PLANT SELECTION: SELECT PLANTS APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM TABLES 3.31-B AND 3.31-C. NOTE THAT TABLE 3.31-B PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE CONDITIONS; TABLE 3.31-C PRESENTS MORE IN-DEPTH

INFORMATION ON THE PLANT MATERIALS.

15.2. SEEDBED PREPARATION: TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO GERMINATE AND GROW. SEEDBED

PREPARATION IS ESSENTIAL.

15.2.1. LIMING: AN EVALUATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FOR TEMPORARY SEEDING. IN MOST SOILS, IT TAKE UP TO 6 MONTHS FOR A PH ADJUSTMENT TO OCCUR FOLLOWING THE APPLICATION OF LIME. THEREFORE, IT MAY BE DIFFICULT TO JUSTIFY THE COST OF LIMING A TEMPORARY SITE, ESPECIALLY WHEN SOIL WILL LATER BE MOVED AND RE-GRADED. THE FOLLOWING TABLE MAY BE USED

TO DETERMINE THE ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RATES.

PERMANENT SEEDING NOTES

1. PERMANENT SEEDING SERVES AS MEANS TO DO THE FOLLOWING:

1.1. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS.

1.2. TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND

ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS.

1.3. TO IMPROVE WILDLIFE HABITAT.

1.4. TO ENHANCE NATURAL BEAUTY.

1.5. SEE SEEDING SCHEDULES ON SHEET C-402.

REFER TO SHEET C-402 FOR ADDITIONAL PERMANENT SEEDING NOTES AND SPECIFICATIONS.

EROSION & SEDIMENT CONTROL MINIMUM STANDARDS

MS-1 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO

BE LEFT DORMANT FOR MORE THAN ONE YEAR.

TEMPORARY AND PERMANENT SEEDING ARE REQUIRED FOR THIS PROJECT AND ARE SHOWN ON THE PLANS.

MS-2 DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS

AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.

STABILIZE WITH TEMPORARY SEEDING & ENCLOSE BORROW OR STOCKPILE AREAS WITH SILT FENCE.

MS-3 A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.

ADEQUATE SYMBOLS, DETAILS, AND NOTES ARE PROVIDED ON THE PLAN FOR DIRECTION.

MS-4 SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE

MADE FUNCTIONAL BEFORE UP-SLOPE LAND DISTURBANCE TAKES PLACE.

PERIMETER SILT FENCE AND 2 SEDIMENT TRAPS ARE SHOWN ON THE PLAN AND SHALL BE INSTALLED PRIOR TO

ANY ADDITIONAL GRADING.

MS-5 STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND

DIVERSIONS IMMEDIATELY AFTER INSTALLATION.

APPLY SEEDING TO DAM SECTION IMMEDIATELY AFTER CONSTRUCTION.

MS-6 SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST

WHILE THE SEDIMENT BASIN IS UTILIZED.

INSTALL SEDIMENT TRAPS PRIOR TO ANY ADDITIONAL GRUBBING OR LAND DISTURBANCE.

MS-7 CUT- AND FILL-SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION.

SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE-YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.

SLOPE STABILIZING MEASURES ARE DETAILED FOR USE THE PLANS, SPECIFICALLY BLANKET MATTING SHALL

BE APPLIED TO ALL SLOPES 2:1 OR STEEPER.

MS-8 CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT- OR FILL-SLOPES UNLESS CONTAINED WITHIN AN

ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.

ALL CONCENTRATED RUNOFF FROM THIS RE-DEVELOPMENT AREA SHALL BE DIRECTED IN THE PROPOSED STORM WATER MANAGEMENT FACILITIES AND CONVEYED INTO THE EXISTING BMP, AS IF A NATURAL CHANNEL;

THE EXISTING CONTROLLING RELEASE STRUCTURE, RISER AND DETENTION SYSTEM LOCATED AT THE EXISTING

SITE OUTFALL IS TO REMAIN UNCHANGED.

MS-9 WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE

PROVIDED.

SHOULD THIS BECOME EVIDENT ONSITE, CONTRACTOR SHALL INSTALL RIP-RAP APRON TO CONVEY SEEPAGE

DOWNGRADE TO THE EXISTING ROADWAY.

MS-10 ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR

OTHERWISE TREATED TO REMOVE SEDIMENT.

INLET & CULVERT INLET PROTECTION IS SHOWN ON THE PLANS FOR EXISTING INLETS AND SHALL BE ADDED TO EACH NEW INLET AS IT IS CONSTRUCTED. INLET & CULVERT PROTECTIONS SHALL BE ADDED TO ALL EXISTING

INLETS & CULVERTS WITHIN THE PHASE 1 LOW DURING ESC PHASE 1 OPERATIONS.

MS-11 BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE

INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.

THERE IS ONE PROPOSED STORMWATER CONVEYANCE CHANNEL TO ROUTE WATER THROUGH THE CURB CUT

AND INTO RR POND #1. REFER TO ESC PHASE 3 (SHEET C404).

MS-12 WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NON-ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY

NON-ERODIBLE COVER MATERIALS.

NOT APPLICABLE.

MS-13 WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON-ERODIBLE MATERIAL

SHALL BE PROVIDED.

NOT APPLICABLE.

MS-14 ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE

WATERCOURSES SHALL BE MET.

NOT APPLICABLE.

MS-15 THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE

WATERCOURSE IS COMPLETED.

NOT APPLICABLE.

MS-16 UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN

ADDITION TO OTHER APPLICABLE CRITERIA:

a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.

b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.

c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED

SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY

AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.

d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE

EROSION AND PROMOTE STABILIZATION.

e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER.

f. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH.

THIS APPLIES TO THE ALL PRIVATE UTILITIES, SANITARY SEWER, WATERLINE OR STORM SEWER PIPE

INSTALLATIONS.

MS-17 WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE.

WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO

INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.

THE TWO CONSTRUCTION ENTRANCES ARE LOCATED INTERNALLY WITHIN THE LOD AND DO NOT DIRECTLY INTERSECT WITH THE PUBLIC ROAD (OLD STAGE ROAD). CONTRACTOR SHALL KEEP THE ROADS FREE FROM

SEDIMENT, DEBRIS AND MUD AT ALL TIMES DURING CONSTRUCTION.

MS-18 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30-DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VA ESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO

PREVENT FURTHER EROSION AND SEDIMENTATION.

CONTRACTOR SHALL FOLLOW MS-18 ONCE FINAL GRADES ARE MET AND OBTAIN APPROVAL FROM

ENVIRONMENTAL INSPECTOR.

MS-19 PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS:

a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY

ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED.

b. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER:

(1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS

WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF

THE PROJECT IN QUESTION; OR

(2)(a) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT

STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR

BANKS.

(2)(b) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL

BED OR BANKS; AND

(2)(c) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO

VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM.

(2)(d) IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS

OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL:

(3) IMPROVE THE CHANNELS TO A CONDITION WHERE A 10-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL, THE BED, OR THE BANKS; OR

(4) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE 10-YEAR STORM IS CONTAINED

WITHIN THE APPURTENANCES;

(5) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT

CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A 10-YEAR STORM TO INCREASE WHEN

RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR

(6) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER

MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION.

c. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.

d. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE

ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT.

e. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN

APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE

FOR PERFORMING THE MAINTENANCE.

f. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO

PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL.

g. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.

h. INCREASED…