Drawings - 561-19-105 Bldg. 18 Upgrade RRTP - 19-055.pdf

BLDG. 1

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

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 SITE MAP PROJECT LOCATION MAP

RED Engineering & Design, Inc.

126 Salem Towne Ct.

Apex, NC 27502 919-833-3486

STRUCTURAL ENGINEERING:

/6

/2

:5

:4

A

M

G-001

COVER

1 4

MITCHELLE R. LABADY

CK/GS/RJ

Upgrade Building 18 Inpatient & Outpatient RRTP

VA NEW JERSEY HEALTHCARE SYSTEM

385 TREMONT AVENUE

EAST ORANGE, NJ 07018 OCTOBER 1, 2020

BID DOCUMENTS

561-19-10519-055

Upgrade Building 18 Inpatient &

Outpatient RRTP

VA NEW JERSEY HEALTHCARE SYSTEM

385 TREMONT AVENUE

EAST ORANGE, NJ 07018

VA PROJECT #: 561-19-105

CK

DRAWING LIST

GENERAL

G-001 COVER 1 4

G-100 GENERAL INFORMATION 2 4

G-201 ICRA NOTES AND DETAILS 3 4

GL101 FIRST FLOOR LIFE SAFETY 4 4

CIVIL

C-101 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS 1 6

C-102 WEST COURTYARD PLAN 2 6

C-103 ENTRY IMPROVEMENTS PLAN 3 6

C-104 SITE DETAILS 4 6

C-105 SITE DETAILS 5 6

C-106 PLANTING DETAILS 6 6

STRUCTURAL

S-101 PLANS & WALL SECTIONS 1 3

S-201 DETAILS 2 3

S-301 DETAILS 3 3

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS, NOTES, AND PARTITION TYPES 1 14

AD101 FIRST FLOOR DEMOLITION PLAN 2 14

AD110 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN 3 14

A-101 FIRST FLOOR PLAN 4 14

A-102 ROOF PLAN 5 14

A-110 FIRST FLOOR REFLECTED CEILING PLAN 6 14

A-201 EXTERIOR ELEVATIONS 7 14

A-301 SECTIONS AND DETAILS 8 14

A-302 SECTIONS AND DETAILS 9 14

A-401 INTERIOR ELEVATIONS AND ENLARGED PLANS 10 14

A-402 INTERIOR ELEVATIONS AND ENLARGED PLANS 11 14

A-501 INTERIOR DETAILS 12 14

A-502 CASEWORK DETAILS 13 14

A-601 DOOR AND WINDOW SCHEDULE, ELEVATIONS AND DETAILS 14 14

INTERIORS

I-001 PRODUCT SCHEDULES, SYMBOLS AND ABBREVIATIONS 1 3

I-101 FIRST FLOOR FINISH PLAN 2 3

I-201 FIRST FLOOR SIGNAGE PLAN 3 3

FIRE PROTECTION

FX001 FIRE PROTECTION GENERAL INFORMATION 1 2

FX101 FIRST FLOOR FIRE PROTECTION PLAN 2 2

PLUMBING

P-001 PLUMBING GENERAL INFORMATION 1 5

PD101 FIRST FLOOR PLUMBING DEMOLITION PLAN 2 5

PP101 FIRST FLOOR WASTE AND DOMESTIC WATER PLAN 3 5

P-401 ENLARGED PLUMBING PLANS 4 5

P-501 PLUMBING DETAILS 5 5

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 5

MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN 2 5

MH101 FIRST FLOOR HVAC PLAN 3 5

MP101 FIRST FLOOR MECHANICAL PIPING PLAN 4 5

M-501 MECHANICAL SCHEDULES AND DETAILS 5 5

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 8

ED101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN 2 8

EP101 FIRST FLOOR POWER PLAN 3 8

EL101 FIRST FLOOR LIGHTING PLAN 4 8

E-401 ELECTRICAL ENLARGEMENTS 5 8

E-402 ELECTRICAL ENLARGEMENTS 6 8

E-501 ELECTRICAL DETAILS 7 8

E-502 ELECTRICAL DETAILS 8 8

DocuSign Envelope ID: 7C5134E5-D4A9-428A-B4A6-7E8CF47B7EF2

1/26/2021

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

TRUE NORTH ARROW

PROJECT NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTH

PLAN

NORTH

TRUE

0 4 8 16

THE FOLLOWING SYSTEMS ARE A DESIGN/BUILD RESPONSIBILITY OF THE CONTRACTOR

OR PRODUCT MANUFACTURER AND WILL REQUIRE THE DEFERRED SUBMITTAL OF

DESIGN WORK TO THE CITY OF EAST ORANGE FOR PLAN REVIEW AND PERMITTING:

1. FIRE SPRINKLER SYSTEMS

2. FIRE ALARM SYSTEMS

1-1/2"

DIAMETER

GRAB BAR

TOILET

TISSUE

DISPENSER

SANITARY

NAPKIN

DISPOSAL

TOILET

FIXTURE

TOILET

FIXTURE

TOILET

TISSUE

DISPENSER

1-1/2"

DIAMETER

GRAB BAR

EXPOSED

PLUMBING AT

BARRIER

FREE

LAVATORIES

SHALL BE

INSULATED.

LEVER OPERATING

CONTROLLED

SOAP DISPENSER

NOTE: SINKS IN COUNTERS TO BE

MOUNTED WITH RIM NO MORE

THAN 2'-10" HIGH AND WITH AT

LEAST 2'-3" KNEE CLEARANCE.

CLEAR

ACCESSIBLE TOILET TYPICAL ACCESSIBLE

CLEARANCE AT LAVATORY

TYPICAL ACCESSIBLE

LAVATORY AND MIRROR

1'-3" 1'-3"

M

IN

M A

X

M

A X

M

A X6

A

.F .F

1'-6"

5'-0" CLEAR

3'-0" 6"

3'-0"

" 3

1'-0" 3'-6"

2'-4"

5'-0" CLEAR

MIN

8"

MAX

6"

M

IN9

M

IN

M

IN

M A

X

17" MIN

TYPICAL TOILET NON-ACCESSIBLE

TOILET

TISSUE

DISPENSER

2'-9"

TOILET

FIXTURE

1'-6"

O F

R

IM

T

O P

CLOCK

NURSE

CALL

DOME

LIGHT

CLOCK OUTLET

TOWEL BAR

ACCESSIBLE

ROBE/COAT HOOK

ROBE/COAT

HOOK

TELEVISION

OUTLET

WALL MOUNTED TVCLOCK & NURSE CALL DEVICES

TOILET ACCESSORIES

6"

F O

R S

T A

N D

IN

G

O

.C

TELEVISIO

N OUTLET

F O

R S

E A

T E

D

O

.C

PAPER TOWEL

DISPENSER

2'-0" AT SIDEWALLS

AT COUNTER SINKS

1'-6" AT SIDEWALLS

AT LAVATORY

4'-0" MAX TO

HIGHEST OPERABLE

POINT

FIRE EXTINGUISHER

CABINET

ELECTRICAL CABINET

DUPLEX

OUTLET

SWITCH

THERMOSTAT

TELEPHONE

OR DATA

OUTLET

FIRE ALARM

PULL

INTERCOM

STATION

DUPLEX

OUTLET

COMPUTER

TERMINAL

FIRE ALARM

CHIME WITH

VISUAL

ALARM LIGHT

FIRE ALARM

PULL STATION

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

WALL PROTECTION

BUMPERGUARD

HANDRAIL

OR DOOR FRAME

3" TO CORNERGUARD

CORNERGUARD

MISC. WALL DEVICES

/2

/4

T O

B O

T T

O M

O F

R

E F

L E

C T

IV

S

U R

F A

C E

F

M

IR

R

O R

GENERAL SYMBOL LEGEND

DEFERRED SUBMITTALS

STANDARD MOUNTING HEIGHTS

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

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.

RED Engineering & Design, Inc.

126 Salem Towne Ct.

Apex, NC 27502 919-833-3486

STRUCTURAL ENGINEERING:

/6

/2

:5

:4

A

M

G-100

GENERAL INFORMATION

2 4

MITCHELLE R. LABADY

CK/GS/RJ

Upgrade Building 18 Inpatient & Outpatient RRTP

VA NEW JERSEY HEALTHCARE SYSTEM

385 TREMONT AVENUE

EAST ORANGE, NJ 07018 OCTOBER 1, 2020

BID DOCUMENTS

561-19-10519-055

CK

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

INSPECTION SHEETS

VISIBLE TO PUBLIC

PROVIDE NEGATIVE AIR

PRESSURE MONITOR IN ICRA

BARRIER NEAR ENTRY TO ALL

CONSTRUCTION AREAS

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

A P

P R

O X

A .F

.F

SUSPENDED

PLASTIC ZIPPER

WALL CURTAIN

BARRIER

POST ICRA,

ILSM, FIRE

INSPECTION

SHEETS VISIBLE

TO PUBLIC

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

DECK

FIRE RESISTANT SEALANT,

BOTH SIDES

SMOKE RATEDB

INTERIM LIFE SAFETY MEASURES IN EFFECT FOR THE

UPGRADE BLDG. 18 INPATIENT & OUTPATIENT RRTP

• 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

ILSM SIGNAGE

ILSM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

1. Remove barrier material carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering unless solid lid.

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant.

6. Remove isolation of HVAC system in areas where work was being performed.

1. Isolate HVAC system in areas 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 unit.

4. Seal holes, pipes, conduits, and punctures appropriately.

5. Construct anteroom and require all personnel to pass through this room so they can be vacuumed sing a HEPA vacuum cleaner before leaving work site or they can wear cloth or paper coveralls that re removed each time they leave the work site.

6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

7. Do not remove barriers from work area until completed project is inspected by the owner's Safety Department and Infection Control Department and thoroughly cleaned by the owner's Environmental Services Department.

1. Do not remove barriers from work area until completed project is inspected by the owner's Safety Department and Infection Control Department and thoroughly cleaned by the owner's Environmental Services Department.

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. 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 if indicated.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covers.

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. Replace used mats in accordance with manufacturer's recommendations.

6. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

1. Wipe work surfaces with disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum work area with HEPA filtered vacuum before leaving work areas.

4. Remove isolation of HVAC system in areas where work is being performed.

1. Execute work by methods to minimize raising dust from construction operations.

2. Immediately replace a ceiling tile displaced for visual inspection.

Inspection and Non-Invasive Activities

Includes, but is not limited to:

- removal of ceiling tiles for visual inspection limited to 1 tile per 50 square feet

- 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

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

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

Includes, but is not limited to:

- sanding of walls for painting or wall covering

- removal of floor coverings, ceiling tiles and casework

- new wall construction

- minor duct work or electrical work above ceilings

- major cabling activities

- any activity which cannot be completed within a single work shift

Major demolition and construction projects

Includes, but is not limited to:

- activities which require consecutive work shifts

- requires heavy demolition or removal of a complete cabling system

- new construction

• Cardiology

• Echocardiography

• Endoscopy

• Nuclear Medicine

• Physical Therapy

• Radiology / MRI

• Respitory Therapy

• CCU

• Emergency Room

• Labor & Delivery

• Laboratories (specimen)

• Newborn Nursery

• Outpatient Surgery

• Pediatrics

• Pharmacy

• Post Anesthesia Care Unit

• Surgical Units

• Any area caring for immunocompromised patients

• Burn Unit

• Cardiac Cath Lab

• Central Sterile Supply

• Intensive Care Units

• Medical Unit

• Negative pressure isolation rooms

• Oncology

• Operation rooms including C-section rooms

• Office Spaces

C L A

S S

I V

C L A

S S

I

II

C L A

S S

I I

C L A

S S

I

PATIENT RISK GROUPS

LOW Risk Group

MEDIUM Risk Group

HIGH Risk Group

HIGHEST Risk Group

TYPE A TYPE B TYPE C TYPE D

I II II III/IV

I II III IV

I II III/IV IV

II III/IV I/IV IV

During Construction Project: Upon Completion of Project:

TYPE D

TYPE C

TYPE B

TYPE A

Group 1 Low Risk

Group 2 Medium Risk

Group 3 High Risk

Group 4 Highest Risk

Patient Risk Group Table

Infection Control Matrix - Class of Precautions: Construction Project any Patient Risk

Construction Project Type

Note: Infection Control approval will be required when the Construction Activity and Risk Level indicated that Class III or Class IV Control procedures are necessary.

It's the Contractor's Responsibility to provide the following Infection Control Precautions depending upon the Area Class Designation

Type of Construction Project activity (Type A-D)

INFECTION CONTROL RISK ASSESSMENT MATRIX OF PRECAUTIONS FOR

CONSTRUCTION AND RENOVATION

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

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.

RED Engineering & Design, Inc.

126 Salem Towne Ct.

Apex, NC 27502 919-833-3486

STRUCTURAL ENGINEERING:

/6

/2

:5

:4

A

M

G-201

ICRA NOTES AND DETAILS

3 4

MITCHELLE R. LABADY

CK/GS/RJ

Upgrade Building 18 Inpatient & Outpatient RRTP

VA NEW JERSEY HEALTHCARE SYSTEM

385 TREMONT AVENUE

EAST ORANGE, NJ 07018 OCTOBER 1, 2020

BID DOCUMENTS

561-19-10519-055

CK

GENERAL

1. ALL APPLICABLE PERMITS AND COR APPROVALS

SHALL BE COMPLETED PRIOR TO BEGINNING ANY

WORK. PERMITS INCLUDE: ICRA, ILSM, ABOVE

CEILING FIRE/SMOKE WALL, UTILITY, FIRE ALARM

SYSTEM, MEDICAL GASES, AND CONFINED SPACES.

DUST CONTROL PLAN NOTES

A. THIS PROJECT INCLUDES CONSTRUCTION ENTRY

VESTIBULE - CONSTRUCTION ANTEROOM. THEY SHALL

BE USED WHEN GOING INTO CONSTRUCTION AREA

AND LEAVING THE CONSTRUCTION AREA AND TIGHT

SEALS SHALL BE MAINTAINED AT THE FULL

PERIMETER OF WALLS AND WALL PENETRATIONS.

ANY DUST SHALL BE IMMEDIATELY CLEANED IF

TRACKED OUTSIDE OF THE CONSTRUCTION BARRIER.

UPON COMPLETION OF THE CONSTRUCTION PHASE,

DUST BARRIERS SHALL BE REMOVED CAREFULLY

AFTER VA COR'S APPROVAL TO MINIMIZE SPREADING

OF DUST AND THE CONTRACTOR SHALL HAVE

TEMPORARY DUST PROTECTION IN PLACE BEFORE

REMOVAL OF A PERMANENT BARRIER.

INTERNAL DEMOLITION AND CONSTRUCTION

ACTIVITIES DUST AND DEBRIS CONTROL

B. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT

PROCEDURES SHALL BE DEFINED. EGRESS PATHS

SHALL BE FREE OF DEBRIS AND ONLY AUTHORIZED

PERSONNEL SHALL BE ALLOWED TO ENTER THE

CONSTRUCTION ZONE. SIGNAGE SHALL DIRECT

PEDESTRIAN TRAFFIC AWAY FROM THE

CONSTRUCTION AREA AND MATERIALS.

C. CONTRACTOR SHALL USE TWO CARTS TO TRANSFER

CONSTRUCTION MATERIAL IN AND OUT OF THE

PROJECT - CLEAN CART SHALL BE USED; THE NOT-SO-

CLEAN CART SHALL BE USED BETWEEN THE MAIN

ENTRY AND THE CONSTRUCTION STAGING PREP

AREA.

D. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN

CARTS WITH TIGHTLY FITTED COVERS, USING

DESIGNATED TRAFFIC ROUTE. EFFORTS SHALL BE

MADE TO MINIMIZE USE OF ELEVATORS WITH AN

EMPHASIS ON TRANSPORT DURING THE LOWEST

PERIOD OF ACTIVITY. DEBRIS SHALL BE REMOVED

DAILY AND AT TIMES SPECIFIED BY THE COR. IF

CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH

EFFICIENCY PARTICULATE AIR (HEPA) FILTERED

NEGATIVE AIR MACHINES SHALL BE USED, AND THE

CHUTE OPENING SHALL BE SEALED WHEN NOT IN

USE. FILTERS SHALL BE BAGGED AND SEALED

BEFORE BEING TRANSPORTED OUT OF THE

CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT

HAUL DEBRIS THROUGH PATIENT-CARE AREAS

WITHOUT PRIOR APPROVAL OF THE COR.

E. EXTERIOR WINDOWS: EXISTING WINDOWS SHALL BE

PROTECTED TO PREVENT DAMAGE BY ADJACENT

CONSTRUCTION WORK.

VENTILATION AND ENVIRONMENTAL CONTROLS

F. AIR SYSTEM FLOW: THE COR VERIFY AND

ACKNOWLEDGE CONTRACTOR WHETHER THE

CONSTRUCTION AREA USES FRESH/OUTSIDE OR RE-

CIRCULATED AIR; FILTERS SHALL BE ADDED OR

RETURN VENTS COVERED AS NEEDED WITH FILTER

MATERIAL OR PLASTIC. AIR MUST FLOW FROM CLEAN

TO DIRTY PLACES.

G. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE

CONSTRUCTION AREA SHALL BE NEGATIVE WITH

RESPECT TO SURROUNDING AREAS AND WITH NO

DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS.

USE OF THE NEGATIVE AIR PRESSURE SYSTEM

WITHIN THE ENCLOSURE TO REMOVE DUST SHALL

PASS AIR THROUGH AN INDUSTRIAL GRADE

PORTABLE HEPA FILTER CAPABLE OF FILTRATION

RATES OF 300-800 CUBIC FEET PER MINUTE. EXHAUST

AIR DIRECTLY TO THE OUTSIDE IF APPROVED BY COR

IF EXHAUST SHALL BE TIED INTO A RE-CIRCULATED

AIR SYSTEM, PRE-FILTER AND HEPA FILTER SHALL BE

USED BEFORE EXHAUST TO PREVENT

CONTAMINATION OF THE DUCTS.

H. ADJACENT AREAS: THE STATUS OF SEALED

PENETRATIONS AND INTACT CEILING SHALL BE

VERIFIED DAILY.

I. AIR EXCHANGE RATES AND PRESSURE

RELATIONSHIPS: VAMC AND CONTRACTOR SHALL

VERIFY AND MAINTAIN PROPER RATES IN CRITICAL

AREAS NEAR CONSTRUCTION ACTIVITY AND ENSURE

AIR IS NOT BEING RE-CIRCULATED WITHOUT

FILTRATION FROM THE CONSTRUCTION AREA

ELSEWHERE. PROVIDE AIR PRESSURE TESTING

THROUGHOUT THE PROJECT IN THE FREQUENCY AS

IDENTIFIED BY THE COR.

CONTAMINATION OF PATIENT ROOMS, SUPPLIES,

EQUIPMENT AND RELATED AREAS

J. WORKSITE CLOTHING: CONTRACTOR PERSONNEL

CLOTHING SHALL BE FREE OF LOOSE SOIL AND

DEBRIS BEFORE LEAVING THE CONSTRUCTION AREA.

IF PROTECTIVE APPAREL IS NOT WORN (E.G.,

COVERALLS, FOOTGEAR AND HEADGEAR) A HEPA-

FILTERED VACUUM SHALL BE USED TO REMOVE DUST

FROM CLOTHING BEFORE LEAVING THE BARRICADE.

THE CONTRACTOR SHALL CONSTRUCT AN ANTEROOM

FOR CHANGING CLOTHING AND STORING EQUIPMENT

(DESIGNATED AREA. ALL EQUIPMENT, TOOLS, TOOL

CARTS, AND MATERIALS TRANSPORTED THROUGH

OCCUPIED AREAS SHALL BE MADE FREE FROM DUST

AND MOISTURE BY VACUUMING AND WET WIPING

BEFORE THEIR REMOVAL FROM THE CONSTRUCTION

ZONE OR WORK AREA.

K. POST CONSTRUCTION: DO NOT REMOVE BARRIERS

AND KEEP ALL HVAC ISOLATION UNTIL CONTRACTOR

HAS CLEANED CONSTRUCTION SITE, VA EMS STAFF

HAS DONE A TERMINAL CLEANING, AND VA

INFECTIOUS DISEASE CONTROL HAS INSPECTED AND

APPROVED THE CLEANING.

GENERAL

L. PROVIDE TEMPORARY SMOKE RESISTANT ICRA

BARRIERS CONSISTING OF 3-5/8" METAL STUD

FRAMING WITH 5/8" GYPSUM BOARD ON BOTH SIDES.

BARRIERS SHALL BE INSPECTED BY VA ICRA STAFF

PRIOR TO START OF CONSTRUCTION IN SPACE.

MAINTAIN NEGATIVE PRESSURE VENTILATION IN THE

CONSTRUCTION SPACE.

M. TEMPORARY DOORS IN ICRA BARRIERS SHALL BE

SELF-CLOSING AND HAVE STOREROOM LOCK

FUNCTION.

N. TEMPORARY DOORS IN ICRA BARRIERS SHALL HAVE

LOCAL ALARMS THAT ACTIVATE WHEN OPENNED.

O. PROVIDE TWO STICKY MATS AT EACH CONSTRUCTION

ACCESS POINT.

P. VA REQUIRES THAT ALL APPLICABLE PERMITS BE

COMPLETED AND APPROVED PRIOR TO BEGINNING

ANY WORK ON STATION.

PERMITS INCLUDE:

ICRA, PCRA, ILSM, ABOVE CEILING, FIRE/SMOKE

WALL, UTILITY, FIRE SPRINKLER, FIRE ALARM SYSTEM,

MEDICAL GASES, CONFINED SPACE AND HOT WORK.

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

TYPICAL ICRA CONSTRUCTION PLAN LAYOUT

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

TYPICAL ICRA CONSTRUCTION SECTION

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

TYPICAL ICRA ENTRY ELEVATION

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

ICRA BARRIER WALL CONSTRUCTION DETAILS

Scale: 6" = 1'-0"

ILSM SIGNAGE

Scale: 12" = 1'-0"

ILSM BARRIER TAG DETAIL

DN

S

S

S

S

S SS

S S

S S

S SS

SS SSSSSSSSSSSSS

S S

S S

S S

S S

SS SSSSSSSSSSSSS

S SS S S S S S S S S S S S S

S S

S

S S

S

S S

S S

S

S SS S S S S S S S S S

SS SSSSSSSSSSSSSSSS

S S

S S

S S

S S

SS SSSSSSSSSSSS S

S SS S S S S S S S S S S S S

S S

S

S S

S

S SS S S S S S S S S S S S S

S S

S S

S SS

S S

EATD: 179'-9"

EATD: 99'-8"

CAPACITYCLR

EXIT

69" 345

CAPACITYCLR

EXIT

69" 345

CAPACITYCLR

EXIT

69" 345

CAPACITYCLR

EXIT

33" 165

CAPACITYCLR

EXIT

69" 345

CAPACITYCLR

EXIT

69" 345

EXTERIOR COURTYARD

CPTD: 64'-4"

18-103

CARE STATION

18-104

MEDS

18-105

EXAM

18-106

LOUNGE

18-112

DAY ROOM

18-113

2 BEDROOM

18-114

2-BEDROOM

18-115

2-BEDROOM

18-116

2-BEDROOM

18-117

2-BEDROOM18-118

MALE TOILET

18-119

TELE/ELEC

18-120

CLO

18-121

CLO

18-122

DIRTY UTILITY

18-122A

STORAGE

18-107

1-BEDROOM

18-108

1-BEDROOM

18-109

1-BEDROOM

18-110

1-BEDROOM

18-111

1-BEDROOM

18-102

CORRIDOR

18-125

BEDROOM

18-101

CORRIDOR

18-126

BEDROOM

18-127

BEDROOM

18-128

BEDROOM

18-129

BEDROOM

18-130

BEDROOM

18-131

CORRIDOR

18-132

DAYROOM

18-133

BEDROOM

18-134

BEDROOM

18-135

BEDROOM

18-136

BEDROOM

18-137

WOMEN'S TLT

18-138

MEN'S TLT

18-132A

LINEN

18-C1

COURTYARD

18-138A

CORRIDOR

18-139

LINEN

18-140

CLO

18-141

ELEC

18-142

CORRIDOR

18-143

MECH

18-144

MEN'S TLT

18-145

OFFICE

18-146

OFFICE

18-147

OFFICE

18-148

OFFICE

18-149

OFFICE

18-150

OFFICE

18-151

OFFICE

18-152

OFFICE

18-153

GROUP ROOM

18-154

RECEPT

18-155

OFFICE

18-156

CORRIDOR

18-157

MEN'S TLT

18-162

OFFICE

18-163

OFFICE

18-164

OFFICE

18-165

OFFICE

18-166

OFFICE

18-167

OFFICE

18-168

OFFICE

18-155A

OFFICE

18-155B

OFFICE

18-155C

OFFICE

18-154B

BREAKROOM

18-154A

VEST

18-150A

UTIL CLT

18-158A

CLO

18-132B

WOMEN'S TLT

SMOKE COMPARTMENT

HEALTHCARE OCCUPANCY ( SLEEPING AREA)

FULLY SPRINKLERED: 8,032 S.F.

SMOKE COMPARTMENT

HEALTHCARE OCCUPANCY (AMBULATORY CARE)

FULLY SPRINKLERED: 7,852 S.F.

EATD: 161'-9"

EATD: 116'-0"

REQUIR

ED E

GRESS SEPARATIO

N: 7

7'-5

OVERALL D

IAGONAL O

F B

UILDIN

G: 2 32'-2

HAZARDOUS AREA (STORAGE)

82 SF

CA

CA

CA

18-158

OFFICE

18-159

OFFICE

18-160

OFFICE

18-161

OFFICE

FEC

FECFEC

FEC

FEC

CA

CA

CA

CA

CA

CA

HO

EATD: EXIT ACCESS TRAVEL

DISTANCE (300'-0" MAX.)

CPTD: COMMON PATH OF TRAVEL

DISTANCE (100'-0" MAX.)

EGRESS IDENTIFICATION

AREA OF REFUGE

HAZARDOUS LOCATION

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

EMERGENCY RESPONSE REFERENCE

CONTROLLED ACCESS - ALWAYS

UNLOCKED IN DIRECTION OF EGRESS

DELAYED EGRESS W/ ALARM

MAGNETIC HOLD OPEN

CA

DE

FEB

FEC

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS CAPACITY

HO

A. SEE SHEETS G-100 & A-001 FOR SYMBOLS AND

ABBREVIATIONS.

B. SEE STRUCTURAL DRAWINGS FOR FRAMING

INFORMATION & FRAMING DIMENSIONS. ALL

DIMENSIONS ARE FOR REFERENCE ONLY- VERIFY

ALL FRAMING WITH STRUCTURAL DRAWINGS.

C. REFER TO PLUMBING DRAWINGS FOR

INFORMATION CONCERNING PLUMBING FIXTURES

AND PIPING SYSTEM(S).

D. REFER TO MECHANICAL DRAWINGS FOR

INFORMATION CONCERNING HVAC SYSTEM(S).

E. REFER TO ELECTRICAL DRAWINGS FOR

INFORMATION CONCERNING POWER, LIGHTING

AND COMMUNICATION SYSTEM(S).

F. REFER TO ELECTRICAL DRAWING FOR FIRE ALARM

NOTIFICATION AND EMERGENCY EGRESS

LIGHTING LOCATIONS.

G. REFER TO PARTITION TYPES FOR FURTHER FIRE

SEPARATION REQUIREMENTS.

H. CONTRACTOR TO PROVIDE ALL ADDITIONAL

FRAMING NECESSARY FOR ALL OPENINGS AND

SUPPLEMENTAL FRAMING ABOVE PARTITIONS.

I. ALL FIRE RATED ASSEMBLIES SHALL BE INSTALLED

IN STRICT ACCORDANCE WITH TESTED

ASSEMBLIES INDICATED.

J. EXTEND EXTEND FIRE RATED PARTITIONS,

BARRIERS, AND OTHER SEPARATIONS TO BOTTOM

OF ROOF/FLOOR DECK ABOVE (OR AS DIRECTED

BY UL ASSEMBLY) AND TO EXTERIOR WALL. SEAL

JOINT BETWEEN EDGES OF PARTITION WITH FIRE

RATED SEALANT AND/OR INTUMESCENT

ASSEMBLY.

K. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES

SHALL BE FIRE-SEALED IN ACCORDANCE WITH

APPROVED MANUFACTURER'S DETAIL FOR

LOCATION, TYPE OF CONSTRUCTION,

PENETRATING ITEM AND RATING REQUIRED.

L. ALL DUCTWORK, DIFFUSERS AND GRILLES

PENETRATING FIRE-RATED WALLS, CEILINGS AND

FLOORS SHALL HAVE THE APPROPRIATE TYPE OF

FIRE/SMOKE DAMPER IN ACCORDANCE WITH THE

TYPE OF CONSTRUCTION BEING PENETRATED AND

THE FIRE/SMOKE RATING REQUIRED.

M. ALL LIGHT FIXTURES AND ELECTRICAL DEVICES

PENETRATING FIRE-RATED ASSEMBLIES SHALL BE

UL-LISTED FOR INSTALLATION IN THE ASSEMBLY

OR SHALL BE INSTALLED SUCH THAT THE FIRE-

RATING IS NOT COMPROMISED.

N. SMOKE RESISTANT CONSTRUCTION SHALL MEET

THE REQUIREMENTS OF ALL APPLICABLE CODES.

AREA SHALL BE SEPARATED FROM THE

REMAINDER OF THE BUILDING BE CONSTRUCTION

CAPABLE OF RESISTING THE PASSAGE OF SMOKE.

THE PARTITIONS SHALL EXTEND FROM THE FLOOR

TO THE UNDERSIDE OF THE FLOOR OR ROOF

ASSEMBLY ABOVE. DOORS SHALL BE SELF OR

AUTOMATIC CLOSING. DOORS SHALL NOT HAVE

AIR TRANSFER OPENINGS AND SHALL NOT BE

UNDERCUT IN EXCESS OF CLEARANCE PERMITTED

WITH ACCORDANCE TO NFPA 80.

O. STORAGE OF ANY FLAMMABLE OR COMBUSTIBLE

LIQUIDS IS UNDERSTOOD TO NOT BE WITHIN THE

BUILDING. STORAGE OF ANY MATERIAL IS TO BE

IN COMPLIANCE WITH ALL APPLICABLE CODES AND

AUTHORITIES HAVING JURISDICTION

P. THIS PROJECT ADDS (1) NEW FIRE EXTINGUISHER.

ALL OTHER FIRE EXTINGUISHERS ARE EXISTING TO

REMAIN.

Q. PROVIDE IDENTIFICATION OF ALL FIRE RATED

AND/OR SMOKE PARTITIONS AT NOT MORE THAN

10'-0" ON CENTER ABOVE CEILINGS WITH 3" HIGH

STENCILED BLOCK LETTERING AS FOLLOWS: "1

HOUR FIRE", "I HOUR FIRE/SMOKE", "2 HOUR FIRE",

"2 HOUR FIRE/SMOKE,", "2 HOUR SHAFT", ETC.

CONFIRM LABEL TEXT WIT COR.

R. ITEMS WITH A SURFACE AREA GREATER THAN 16

SQUARE INCHES SHALL NOT BE RECESSED IN A

RATED AND/OR RATED SMOKE WALL

S. CONTRACTOR SHALL SEAL ALL SLAB

PENETRATIONS WITHIN THE AREA OF

CONSTRUCTION TO COMPLY WITH THE REQUIRED

FIRE RATING

EGRESS WIDTH

(NFPA 101 Table 7.3.3.1)

COMMON PATH OF TRAVEL

(NFPA 101 18.2.5.3)

EXIT ACCESS TRAVEL

(NFPA 101 18.4.4.4.2)

DEAD-END CORRIDOR

(NFPA 101 18.2.5.2)

EXIT DOORS = 33"/(0.20) = 165 PPL

EXIT DOORS = 73"/(0.20) = 365 PPL

100'-0" MAXIMUM

64'-4" ACTUAL

200'-0" MAXIMUM

161'-9" ACTUAL

30'-0" MAXIMUM

OCCUPANT LOAD

(NFPA 101 Table 7.3.1.2)

SMOKE COMPARTMENT 18-A

(AMBULATORY CARE):

7,852 GSF/150 = 53 PPL

SMOKE COMPARTMENT 18-B:

(SLEEPING AREA):

7,922 GSF/120 = 66 PPL

TOTAL OCCUPANCY = 119 PEOPLE

GROSS BUILDING AREA

(OUTSIDE FACE WALLS)

16,237 SF

GROSS MEASURED AREA

(INTERIOR FACE WALLS)

15,774 SF

REQUIRED # OF EXITS

(NFPA 101 18.2.5.5)

2 EXITS REQUIRED FOR EACH

SMOKE COMPARTMENT

REQUIRED DISTANCE

BETWEEN EXITS

77'-5" MINIMUM

214'-7" ACTUAL

FLOOR

AGGREGATE FLOOR AREAS (per TABLE 503):

EXISTING NEW TOTAL

GROUND 273 SF

AREA ALLOWED (IBC Table 506.2) = 44,000 SF FOR 1-STORY

16,237 SF

EGRESS INFORMATION

ALLOWABLE STORIES (NFPA 101 Table 18.1.6.1) = 1

ACTUAL STORIES = 1

AREA AND HEIGHT REQUIREMENTS:

15,964 SF

PROPOSED USE:

OWNED BY: FEDERAL

LOCAL GOVERNMENT

CITY/COUNTY

STATE

CODE ENFORCEMENT JURISDICTION: VA

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:

385 TREMONT AVENUE

EAST ORANGE, NJ 07018

VA NEW JERSEY

HEALTHCARE SYSTEM

THIS PROJECT MUST COMPLY WITH ALL CODES

AND DESIGN STANDARDS REFERENCED IN VA

DOCUMENT PG 18-3 -DESIGN AND CONSTRUCTION

PROCEDURES.

THE 2018 NFPA 101 LIFE SAFETY CODE ADDRESSES

LIFE SAFETY AND FIRE PROTECTION FEATURES

FOR THE PROJECT. THE INTERNATIONAL BUILDING

CODE SHALL APPLY FOR SUBJECT MATTER NOT

ADDRESSED IN NFPA 101.

A PARTIAL LIST OF APPLICABLE CODES IS BELOW:

HEALTHCARE

II-B

HEALTHCARE

N/A

2018 NFPA 101 LIFE SAFETY CODE

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2018 INTERNATIONAL MECHANICAL CODE

2019 INTERNATIONAL FIRE CODE

2020 NATIONAL ELECTRIC CODE

2018 INTERNATIONAL PLUMBING CODE

2010 AMERICAN WITH DISABILITIES ACT (ADA)

Upgrade Building 18 Inpatient & Outpatient RRTP

CODE INFORMATION

0 4 8 16

NORTH

PLAN

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

FIRST FLOOR LIFE SAFETY PLAN

LIFE SAFETY LEGEND

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

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 PARTITION

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

RED Engineering & Design, Inc.

126 Salem Towne Ct.

Apex, NC 27502 919-833-3486

STRUCTURAL ENGINEERING:

/6

/2

:5

:5

A

M

GL101

FIRST FLOOR LIFE SAFETY

4 4

MITCHELLE R. LABADY

CK/GS/RJ

Upgrade Building 18 Inpatient & Outpatient RRTP

VA NEW JERSEY HEALTHCARE SYSTEM

385 TREMONT AVENUE

EAST ORANGE, NJ 07018 OCTOBER 1, 2020

BID DOCUMENTS

561-19-10519-055

CK

KEY NOTES:

01 SPACE IS LESS THAN 50 OCCUPANTS PER 2018

IBC TABLE 1004.5 AND IS PERMITTED TO HAVE A

SINGLE MEANS OF EGRESS PER IBC TABLE

1006.2.1

02 PROVIDE SIGNAGE STATING "NO EXIT".

03 PROVIDE SIGNAGE STATING: "MAXIMUM

OCCUPANCY 49 PERSONS".

GENERAL NOTES:

1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN

COMPLIANCE WITH THE VA STANDARDS, AND OTHER APPLICABLE LOCAL,

STATE AND FEDERAL GUIDELINES. ALL UTILITY CONSTRUCTION SHALL

COMPLY WITH VA STANDARDS AND SPECIFICATIONS.

2. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION

FOR THE BUILDING ENTRY AREA WAS PROVIDED BY VA. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR

TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR

CONFLICTS. THE EXISTING SURVEY INFORMATION FOR THE COURTYARD

WAS PROVIDED BY CONTROL POINT ASSOCIATES, INC DATED 05-13-2020.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING,

COORDINATING AND PAYMENT FOR ALL NECESSARY LOCATING SERVICES

INCLUDING INDEPENDENT LOCATING SERVICES. THE CONTRACTOR SHALL

PROVIDE NOTICE OF EXCAVATION TO NOTIFICATION CENTER AND FACILITY

OWNERS NO LESS THAN 3 BUSINESS DAYS AND NO MORE THAN 12 WORKING

DAYS PRIOR TO BEGINNING DEMOLITION, EXCAVATION OR ANY OTHER FORM

OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. NO

EXCAVATION OR DEMOLITION SHALL BE STARTED WITHOUT ALL UTILITIES

BEING LOCATED.

4. ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION

DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON

SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY

OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE

OF ANY DISCREPANCIES OR CONFLICTS.

5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR

DURING CONSTRUCTION SHALL BE RESTORED OR REPLACED TO ORIGINAL

CONDITION AND TO THE SATISFACTION OF THE VA AT THE CONTRACTOR'S

EXPENSE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND

COORDINATING PERMITS, INSPECTIONS, CERTIFICATIONS AND OTHER

REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT.

7. THE CONTRACTOR SHALL MAINTAIN “AS-BUILT” DRAWINGS TO RECORD THE

ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT, VALVE AND

MANHOLE CHANGES, AND HARDSCAPE OR LANDSCAPE CHANGES.

DRAWINGS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AT

REGULAR INTERVALS, OR AS REQUESTED THROUGHOUT THE PROJECT FOR

RECORD KEEPING.

8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE

DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES

AND REASONS THERE OF SHALL BE SUBMITTED TO THE OWNER'S

REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM THE CONTRACT

DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION

OF THE OWNER'S REPRESENTATIVE.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY

EXISTING UTILITY LINES REQUIRED TO COMPLETE ANY PORTION OF

CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE

COORDINATION AND COSTS OF THE RELOCATION AND ASSOCIATED WORK.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PREMISES

FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED

BY THE CONTRACTOR. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT

SITE ON A DAILY BASIS.

11. THE ENGINEER AND/OR VA DISCLAIM ANY ROLE IN THE CONSTRUCTION

MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN

THESE PLANS.

Revisions: Date

Drawing Title

Approved: Project Director

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.

Engineers Architects

MITCHELLE R. LABADY

EVM

UPGRADE BUILDING 18

INPATIENT & OUTPATIENT

RRTP

VA NEW JERSEY HEALTHCARE

SYSTEM 385 TREMONT AVENUE, EAST

ORANGE, NJ 07018 October 1, 2020

BID DOCUMENTS

561-19-105

19-055

SES

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

COURTYARD

COURTYARD

ENTRY

N

TRUEPLAN

AS NOTEDSCALE:

C-101

GENERAL NOTES, SYMBOLS,

AND ABBREVIATIONS

1 6

SITE NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND

MAINTENANCE OF THE CONSTRUCTION LAYDOWN AREA, PERIMETER

FENCE, AND ASSOCIATED GATES. THE CONTRACTOR SHALL ALSO BE

RESPONSIBLE FOR THE REMOVAL OF THE CONSTRUCTION LAYDOWN

AREA PERIMETER FENCE AND ASSOCIATED GATES AT THE COMPLETION

OF THE PROJECT.

2. THE CONTRACTOR SHALL REFERENCE THE DESIGN PLANS FOR

DIMENSIONS, JOINT LOCATIONS, AND INLAY SPECIFICATIONS NEAR

BUILDINGS AND IN COURTYARDS. CONTRACTOR SHALL PROVIDE JOINTS

IN WALKWAYS AND HARDSCAPE PER DETAILS OR AS INDICATED ON

LANDSCAPE/HARDSCAPE PLAN SHEETS.

3. ALL CONSTRUCTION TRAFFIC ENTRIES SHALL BE COORDINATED WITH

THE COR PRIOR TO CONSTRUCTION.

4.REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.

5. ALL DIMENSIONS ARE IN DECIMAL FEET TO OUTSIDE FACE OF

BUILDINGS, TO CENTERLINES, AND/OR FACE OF CURB UNLESS

OTHERWISE NOTED.

6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES

AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE

PRIOR TO ANY CONSTRUCTION.

7. ALL WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE FROM

DRAWINGS.

8. ALL UTILITIES WITH SURFACE ACCESS SHALL BE LOCATED WITHIN THE

PAVING PATTERN AND SHALL BE COORDINATED WITH LANDSCAPE

ARCHITECT PRIOR TO CONSTRUCTION. REFER TO LAYOUT DRAWINGS.

9. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.

10. ALIGN ALL JOINTS, CORNERS, AND EDGES AS SHOWN

11. CONTRACTOR SHALL REFER TO AND COORDINATE WITH

ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS AT ALL TIMES

PRIOR TO AND DURING CONSTRUCTION.

12. WHERE NEW SIDEWALK ADJOINS EXISTING WALK, PROVIDE EXPANSION

JOINT BY DRILLING INTO THE FACE OF THE EXISTING WALK FOR

PLACEMENT OF DOWELS. TIE NEW SIDEWALKS INTO NEAREST EXISTING

PAVEMENT JOINT; MATCH WIDTH OF EXISTING WALKWAY.

13. MAXIMUM RUNNING SLOPE FOR WALKING SURFACES CANNOT BE

GREATER THAN 1:20 AND CROSS SLOPES CANNOT BE GREATER THAN

1:48. HANDICAP SPACES SURFACE SLOPES SHALL NOT EXCEED 1:48 IN

ALL DIRECTIONS.

PAVING PATTERNS NOTES:

1. END ALL UNIT PAVING PATTERNS WITH A FULL OR HALF SIZE

PAVER UNLESS OTHERWISE NOTED. USE OVERSIZE PAVERS

WHERE PATTERN ENDS ON A UNIT SMALLER THAN HALF SIZE.

2. LAYOUT OF UNIT PAVING PATTERNS AND CONCRETE JOINTS

AS INDICATED ON THIS PLAN. REFERENCE LAYOUT PLANS

FOR FURTHER PAVING LAYOUT INFORMATION.

3. PAVERS ABUTTING TRUNCATED DOMES SHALL BE A

CONTRASTING COLOR.

4. ALIGN ALL TRUNCATED DOME PAVER JOINTS WITH ABUTTING

PAVER JOINTS.

5. PROVIDE CONTINUOUS EXPANSION JOINTS BETWEEN BACK

OF CURB AND ADJOINING PAVEMENT.

6. PROVIDE CONTINUOUS EXPANSION JOINT BETWEEN ALL

VERTICAL SURFACES AND ADJOINING PAVEMENT.

7. ALL DIMENSIONS MEASURED TO CENTERLINE OF JOINTS.

8. ALL WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE

FROM DRAWINGS.

9. ALL ANGLES 90 DEGREES UNLESS OTHERWISE NOTED.

10. ALIGN ALL JOINTS, CORNERS AND EDGES AS SHOWN.

11. FINAL LAYOUTS TO BE APPROVED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE.

DEMOLITION NOTES:

1. AS INDICATED ON PLANS.

2. REMOVE CONCRETE (WHERE REQUIRED) TO THE FIRST

COLD JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE.

3. VERIFY ALL UTILITIES PRIOR TO BEGINNING DEMOLITION

OPERATIONS.

4. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL.

COMPACTION OF THESE SOILS SHALL BE PERFORMED IN

ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.

5. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE

REMOVED COMPLETELY, INCLUDING ALL SUBGRADE

MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO BE

REMOVED.

6. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE

DISPOSED OF LEGALLY OFF-SITE UNLESS OTHERWISE

NOTED ON THIS PLAN.

7. EROSION CONTROL DEVICES SHALL BE IN PLACE PRIOR TO

BEGINNING DEMOLITION.

8. ITEMS DESIGNATED TO BE SALVAGED AND/OR RE-USED

SHALL BE REMOVED BY THE CONTRACTOR AND PROVIDED

TO THE VA. COORDINATE STORAGE LOCATION WITH

CONTRACTING OFFICERS REPRESENTATIVE (COR).

9. REPAIR ALL DAMAGES TO THE EXISTING DRIVEWAY,

PARKING LOT, SIDEWALK AND CURB AND GUTTER AS A

RESULT OF CONSTRUCTION ACTIVITY AND TRAFFIC.

MAINTAIN A PRE-CONSTRUCTION VIDEO OR PHOTO

DOCUMENTATION TO SHOW NO DAMAGES OCCURRED.

10. ALL MATERIALS, FURNISHINGS, UTILITIES, AND PAVEMENT

THAT ARE NOT SCHEDULED TO BE DEMOLISHED AND ARE

DAMAGED BY THE CONTRACTOR AS A RESULT OF THE

DEMOLITION OR CONSTRUCTION OPERATIONS SHALL BE

REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST

TO THE GOVERNMENT.

11. PROVIDE PEDESTRIAN INGRESS / EGRESS TO ALL EXISTING

BUILDINGS, PARKING LOTS, AND PATHS OF PEDESTRIAN

TRAVEL THROUGHOUT THE CONSTRUCTION PERIOD.

LANDSCAPING NOTES:

1. VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES OR INACCURACIES IN THE PLANS TO THE

CONTRACTOR OFFICER'S REPRESENTATIVE PRIOR TO PLANTING.

2. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING, INSTALLATION, AND WARRANTY OF ALL

PLANTING MATERIALS WITHIN THE PROJECT AREA.

3. THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL EXISTING AND NEW

UNDERGROUND UTILITIES PRIOR TO EXCAVATION FOR PLANTING. DAMAGES TO UTILITIES CAUSED BY

THE LANDSCAPE OPERATION SHALL BE CORRECTED BY THE LANDSCAPE CONTRACTOR AT NO COST

TO THE OWNER.

4. LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE HYDRANTS ON THE SITE.

5. ALL PLANT BED AREAS ARE TO RECEIVE A MINIMUM OF 6" OF APPROVED TOPSOIL.

6. SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND FERTILIZER FOR HARDWOOD TREES

ACCORDING TO NJDA PROCEDURES. SCARIFY PLANT PIT WALLS. CONSULT LANDSCAPE ARCHITECT

FOR ALTERNATE COMPLIANCE.

7. SHREDDED HARDWOOD MULCH 3" DEEP EXCEPT AT CROWN OF PLANT UNLESS OTHERWISE NOTED.

FLARE AT CROWN SHOULD BE REVEALED. BACKFILL CONSISTS OF THOROUGHLY BROKEN UP NATIVE

SOIL. TOTAL VOLUME OF BACKFILL SHOULD BE AMENDED WITH UP TO ONE THIRD PINE BARK MULCH.

PIECES SHOULD BE NO LARGER THAN WHAT PASSES THROUGH A ONE INCH SCREEN. IF ADDITIONAL

SOIL IS REQUIRED FOR BACKFILL DUE TO DETRIMENTAL SUBSOIL DRAINAGE CONDITIONS, USE SOIL

SIMILAR TO EXISTING NATIVE SOIL. ADDITIONAL SOIL TO BE APPROVED BY LANDSCAPE ARCHITECT.

MAXIMUM SAUCER HEIGHT IS 6 INCHES.

8. TOP OF ROOTBALL TO BE RAISED 2-3 INCHES ABOVE EXISTING GRADE.

9. FOR B&B PLANTS, NATURAL FIBER BURLAP SHOULD BE TURNED DOWN BY 1/3 TOTAL HEIGHT OF ROOT

BALL. PLASTIC FIBER BURLAP AND WIRE BASKETS SHOULD BE REMOVED TO 2/3'S OF TOTAL HEIGHT

OF ROOT BALL.

10. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE UPRIGHT AND PLUMB THROUGHOUT THE

WARRANTY PERIOD. IF STABILIZATION IS NECESSARY SEE STAKING IN TREE DETAIL, ORANGE

FLAGGING TAPE SHOULD BE ATTACHED TO SUPPORT WIRE. STAKING SHOULD BE REMOVED BY

CONTRACTOR AT END OF ONE YEAR WARRANTY PERIOD OR AS DIRECTED BY GROUNDS

MANAGEMENT.

11. USE STANDARD "GATOR" BAGS (OR EQUAL) FOR WATERING TREES IN AREAS NOT UNDER IRRIGATION.

INCORPORATE TERRA-SORB (OR EQUAL) AS PER MANUFACTURERS RECOMMENDATIONS, FOR AREAS

NOT UNDER IRRIGATION.

SITE LEGEND

EXISTING BUILDING

PROPOSED CONCRETE SIDEWALK

PROPOSED BRICK SIDEWALK

PROPOSED GRAVEL

CURB & GUTTER

PROPOSED SIGN

PROPOSED WALL

PROPOSED LIGHT

PROPOSED BENCH

PROPOSED BOLLARD

METAL EDGING

LIMITS OF DISTURBANCE

DEMOLITION LEGEND

REMOVE PAVERS

REMOVE BRICK PAVERS

REMOVE CONCRETE

REMOVE VEGETATION

LIMITS OF DISTURBANCE

REMOVE TREE

DocuSign Envelope ID: 7C5134E5-D4A9-428A-B4A6-7E8CF47B7EF2

1/26/2021

AutoCAD SHX Text

33.20'

3.00'

17.80'

9.42'

14.11'

31.07'

CENTER

POINT OF

LABYRINTH

R

CONCRETE

SIDEWALK

(SEE DETAIL

1/C-104)

ALIGN JOINT

WITH CORNER

OF BUILDING (TYP.)

EQ. EQ. EQ. EQ.

J N

T

Q

S P

A C

I N

G

UNIT PAVER, REUSE

EXISTING PAVERS

(SEE DETAIL 4/C-104)

BRICK UNIT PAVING,

REUSE EXISTING

PAVERS (SEE DETAIL

4/C-104)

CHALKBOARD

MOUNTED ON BUILDING,

SEE ARCHITECTURAL PLANS

LABYRINTH,

SEE DETAIL

5/C-104

4.27' 4.00'

8" RCP - 23LF

MODIFY EXISTING GRATE

OUTLET TO ACCOMMODATE

NEW STORM PIPE OUTLET

5.67'

RELOCATED

BOLLARD (TYP.)

ALIGN WALK

WITH EXISTING GATE

IN VINYL FENCE.

EXISTING

CONCRETE WALK.

NEW CONCRETE WALK

EXTENDS THROUGH THE

VINYL FENCE AT GATE.

REMOVE FOUNTAIN AND

ALL ASSOCIATED INFRASTRUCTURE

REMOVE EXISTING MANHOLE

X

REMOVE EXISTING

STORM PIPE

ENSURE THAT ALL PAVING SLOPES

TOWARDS DRAIN. 2% MIN. SLOPE

+ 211.65'

+ 211.24'

+ 211.65'

ADJUST GRATE ELEVATION :

GRT=211.32'

+ 211.65

ADJUST GRATE ELEVATION :

GRT=211.22'

+ 211.24'

+ 211.40'

2 %

2 %

CENTER OF

LABYRINTH:

211.47'

+ 211.65'

+ 211.55'

+ 211.65'

2 %

2 %

+ 211.35'

+ 211.55' + 211.55'

+ 211.60'

PLANTING AREA TO

SLOPE TO DRAIN

QTY COMMON SCIENTIFIC CONT. SPACING REMARKS

SHRUBS

35 YEW TAXUS X MEDIA 'DENSIFORMIS' 5 GAL AS SHOWN

43 ENCORE AZALEA

RHODODENDRON 'ROBLES'

PP22762

3 GAL AS SHOWN

18 INKBERRY ILEX GLABRA "SHAMROCK" 3 GAL AS SHOWN

GRASSES

235 SF GRASSLAND SEDGE CAREX DIVULSA 4" POTS 12" O.C.

385 SF TURF GRASS

SPECIES TO MATCH CURRENT ON

CAMPUS

SODDED -

Revisions: Date

Drawing Title

Approved: Project Director

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.

Engineers Architects

MITCHELLE R. LABADY

EVM

UPGRADE BUILDING 18

INPATIENT & OUTPATIENT

RRTP

VA NEW JERSEY HEALTHCARE

SYSTEM 385 TREMONT AVENUE, EAST

ORANGE, NJ 07018 October 1, 2020

BID DOCUMENTS

561-19-105

19-055

SES

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

COURTYARD

COURTYARD

ENTRY

N

TRUEPLAN

AS NOTEDSCALE:

EXISTING CONDITIONS AND DEMOLITION PLAN

C-102 SCALE: 1/8"=1'-0"

LAYOUT AND PAVING PATTERN PLAN

C-102 SCALE: 1/8"=1'-0"

GRADING PLAN

C-102 SCALE: 1/8"=1'-0"

PLANTING SCHEDULE

C-102 SCALE: 1/8"=1'-0"

C-102

WEST COURTYARD PLAN

2 6

PLANTING PLAN

C-102 SCALE: 1/8"=1'-0"

NOTES:

1) REMOVE ALL PAVERS AND STOCKPILE FOR REUSE.

2) REMOVE ALL BOLLARD LIGHTS IN COURTYARD AND STOCKPILE FOR REUSE.

DEMOLITION LEGEND

REMOVE PAVERS

REMOVE BRICK PAVERS

REMOVE CONCRETE

REMOVE VEGETATION

LIMITS OF DISTURBANCE

REMOVE TREE

SITE LEGEND

EXISTING BUILDING

PROPOSED CONCRETE SIDEWALK

PROPOSED BRICK SIDEWALK

PROPOSED GRAVEL

CURB & GUTTER

PROPOSED SIGN

PROPOSED WALL

PROPOSED LIGHT

PROPOSED BENCH

PROPOSED BOLLARD

METAL EDGING

LIMITS OF DISTURBANCE

DocuSign Envelope ID: 7C5134E5-D4A9-428A-B4A6-7E8CF47B7EF2

1/26/2021

AutoCAD SHX Text 212.63

AutoCAD SHX Text 212.32

AutoCAD SHX Text 211.58

AutoCAD SHX Text 211.66

AutoCAD SHX Text 211.72

AutoCAD SHX Text 210.96

AutoCAD SHX Text 211.47

AutoCAD SHX Text 211.63

AutoCAD SHX Text

MH

AutoCAD SHX Text RIM=211.21 a.INV=209.6 b.INV=207.8 c.INV.=207.2

AutoCAD SHX Text GRT=211.13 a.INV=210.9 b.INV=209.8

AutoCAD SHX Text

GRT=211.32 INV=210.0

AutoCAD SHX Text GRT=211.42 a.INV=210.1 b.INV=(CAPPED)

AutoCAD SHX Text

DS 211.70

AutoCAD SHX Text

GRT=211.27 INV=210.0

AutoCAD SHX Text GRT=211.25 a.INV=210.0 b.INV=(CAPPED)

AutoCAD SHX Text GRT=211.24 a.INV=210.1 b.INV=(CAPPED)

AutoCAD SHX Text

GRT=211.20 INV=209.9

AutoCAD SHX Text

MH

AutoCAD SHX Text RIM=211.22 a.INV=204.7 b.INV=200.1

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

1 STORY BRICK BUILDING

AutoCAD SHX Text

1 STORY BRICK BUILDING

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

PAVERS

AutoCAD SHX Text

PAVERS

AutoCAD SHX Text

VINYL FENCE

AutoCAD SHX Text

VINYL FENCE

AutoCAD SHX Text

VINYL FENCE

AutoCAD SHX Text

6" PVC

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6" PVC

AutoCAD SHX Text

6" RCP

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2" PVC

AutoCAD SHX Text

6" PVC

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6" PVC

AutoCAD SHX Text

6" PVC

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24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text a

AutoCAD SHX Text b

AutoCAD SHX Text b

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AutoCAD SHX Text a

AutoCAD SHX Text c

AutoCAD SHX Text b

AutoCAD SHX Text a

AutoCAD SHX Text b

AutoCAD SHX Text a

AutoCAD SHX Text b

AutoCAD SHX Text a

AutoCAD SHX Text b

AutoCAD SHX Text b

AutoCAD SHX Text b

AutoCAD SHX Text 211.66

AutoCAD SHX Text 211.72

AutoCAD SHX Text 210.96

AutoCAD SHX Text 211.47

AutoCAD SHX Text 211.63

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text RIM=211.21 a.INV=209.6 b.INV=207.8 c.INV.=207.2

AutoCAD SHX Text GRT=211.13 a.INV=210.9 b.INV=209.8

AutoCAD SHX Text

GRT=211.32 INV=210.0

AutoCAD SHX Text GRT=211.42 a.INV=210.1 b.INV=(CAPPED)

AutoCAD SHX Text

DS 211.70

AutoCAD SHX Text

GRT=211.27 INV=210.0

AutoCAD SHX Text GRT=211.25 a.INV=210.0 b.INV=(CAPPED)

AutoCAD SHX Text GRT=211.24 a.INV=210.1 b.INV=(CAPPED)

AutoCAD SHX Text

GRT=211.20 INV=209.9

AutoCAD SHX Text RIM=211.42 a.INV=209.6 b.INV=207.2

AutoCAD SHX Text

MH

AutoCAD SHX Text RIM=211.22 a.INV=204.7 b.INV=200.1

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

1 STORY BRICK BUILDING

AutoCAD SHX Text

1 STORY BRICK BUILDING

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

PAVERS

AutoCAD SHX Text

PAVERS

AutoCAD SHX Text

VINYL FENCE

AutoCAD SHX Text

VINYL FENCE

AutoCAD SHX Text

VINYL FENCE

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

2" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text a

AutoCAD SHX Text b

AutoCAD SHX Text b

AutoCAD SHX Text b

AutoCAD SHX Text a

AutoCAD SHX Text c

AutoCAD SHX Text b

AutoCAD SHX Text a

AutoCAD SHX Text b

AutoCAD SHX Text a

AutoCAD SHX Text b

AutoCAD SHX Text a

AutoCAD SHX Text b

AutoCAD SHX Text a

AutoCAD SHX Text b

AutoCAD SHX Text a

AutoCAD SHX Text b

AutoCAD SHX Text b

AutoCAD SHX Text 211.66

AutoCAD SHX Text 211.72

AutoCAD SHX Text 210.96

AutoCAD SHX Text 211.47

AutoCAD SHX Text 211.63

AutoCAD SHX Text

MH

AutoCAD SHX Text RIM=211.21 a.INV=209.6 b.INV=207.8 c.INV.=207.2

AutoCAD SHX Text GRT=211.13 a.INV=210.9 b.INV=209.8

AutoCAD SHX Text

GRT=211.32 INV=210.0

AutoCAD SHX Text GRT=211.42 a.INV=210.1 b.INV=(CAPPED)

AutoCAD SHX Text

DS 211.70

AutoCAD SHX Text

GRT=211.27 INV=210.0

AutoCAD SHX Text GRT=211.25 a.INV=210.0 b.INV=(CAPPED)

AutoCAD SHX Text GRT=211.24 a.INV=210.1 b.INV=(CAPPED)

AutoCAD SHX Text

GRT=211.20 INV=209.9

AutoCAD SHX Text

MH

AutoCAD SHX Text RIM=211.22 a.INV=204.7 b.INV=200.1

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

1 STORY BRICK BUILDING

AutoCAD SHX Text

1 STORY BRICK BUILDING

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

PAVERS

AutoCAD SHX Text

PAVERS

AutoCAD SHX Text

VINYL FENCE

AutoCAD SHX Text

VINYL FENCE

AutoCAD SHX Text

VINYL FENCE

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

2" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text a

AutoCAD SHX Text b

AutoCAD SHX Text b

AutoCAD SHX Text b

AutoCAD SHX Text a

AutoCAD SHX Text c

AutoCAD SHX Text b

AutoCAD SHX Text a

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AutoCAD SHX Text a

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AutoCAD SHX Text a

AutoCAD SHX Text b

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MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

1 STORY BRICK BUILDING

AutoCAD SHX Text

1 STORY BRICK BUILDING

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

PAVERS

AutoCAD SHX Text

PAVERS

AutoCAD SHX Text

VINYL FENCE

AutoCAD SHX Text

VINYL FENCE

AutoCAD SHX Text

VINYL FENCE

REMOVE STAIRS, HANDRAIL, AND SIDEWALK.

REMOVE ALL SUB BASE TO EXISTING SOIL (TYP.)

SAW CUT AND

REMOVE EXISTING

SIDEWALK (TYP.)

CLEAR AND GRUB

EXISTING VEGETATION

(TYP.)

X

REMOVE EXISTING

TREE (TYP.)

REMOVE EXISTING HANDRAIL

DN

DN

CR

7.00'

7.00'

8.00'

8.48'

7.00'

9.57'

E

X

I

S

T

I

N

G

A

D

M

A

I

N

NOTE: EXISTING CONDITIONS INFORMATION FOR ENTRY AREA

WAS PROVIDED BY THE VA. CONTRACTOR TO VERIFY

ALL INFORMATION PRIOR TO CONSTRUCTION.

BUILDING 18

QTY COMMON SCIENTIFIC CONT. SPACING REMARKS

TREES

7 NATCHEZ CRAPE MYRTLE LAGERSTROEMIA X 'NATCHEZ' 25 GAL. AS SHOWN

MULTI-STEM, MATCHED HEIGHT

8-10'

GRASSES

142 BIG BLUE LILYTURF LIRIOPE MUSCARI 4" POT 10" O.C.

111 LLANO INDIAN GRASS SORGHASTRUM NUTANS 'LLANO' 1 GAL. 24" O.C.

2.00'

CR

8.00'

7.00'7.00'7.00'7.00'7.00'7.00'

6.59'

2.00'

7.00'

WALL WITH SIGN,

SEE DETAIL 8/C-104

BENCH

(TYP.)

METAL EDGING,

SEE DETAIL 6/C-104

(TYP.)

DECORATIVE

STONE PAVING (TYP.),

SEE DETAIL 7/C-104

EXTEND EXISTING

HANDRAIL TO EDGE OF

GRAVEL, HANDRAIL TO

MATCH EXISTING

METAL HANDRAIL BOTH SIDES,

MATCH EXISTING HANDRAIL

CONCRETE

PAVING (TYP.)

SEE DETAIL

1/C-104

NOTE: BENCHES SHALL BE THE GENERATION 50 BENCH WITH ANGLE END ARMS

MANUFACTURED BY LANDSCAPE FORMS

JOINT SHALL ALIGN WITH

EXISTING CONCRETE

SIDEWALK EDGE

C-105

C-105

CENTER BENCH ON

CONCRETE PAD

42.00'

EXTEND HANDRAIL

TO BUILDING FACE

JOINT SHALL ALIGN WITH

EXISTING CONCRETE

SIDEWALK EDGE

BUILDING 18

CR

T

Y P

T

Y P

T

Y P

7.00'

(TYP.)

3.50' 3.50'

CENTER TREE IN

LANDSCAPE BED

ALIGN TREES ON BOTH

SIDES OF SIDEWALK

BUILDING 18

CR

7 RISERS @ 6"

7 TREADS @ 12"

MAINTAIN UNIFORM

SLOPE ACROSS ENTIRE

LANDSCAPE AREA

UNIFORM GRADE ALONG

SLOPE, 3:1 MAX SLOPE

TIE PROPOSED SLOPE

INTO EXISTING GRADE

ALONG LIMITS OF

DISTURBANCE

3:1

MAX

ENSURE POSITIVE

DRAINAGE AWAY FROM

BUILDING TOWARDS

EXISTING STREET

DRAINAGE

2 %

MAX

2 %

MIN

NOTE: EXISTING CONDITIONS INFORMATION FOR ENTRY AREA

WAS PROVIDED BY THE VA. CONTRACTOR TO VERIFY

ALL GRADES PRIOR TO CONSTRUCTION

BUILDING 18

Revisions: Date

Drawing Title

Approved: Project Director

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.

Engineers Architects

MITCHELLE R. LABADY

EVM

UPGRADE BUILDING 18

INPATIENT & OUTPATIENT

RRTP

VA NEW JERSEY HEALTHCARE

SYSTEM 385 TREMONT AVENUE, EAST

ORANGE, NJ 07018 October 1, 2020

BID DOCUMENTS

561-19-105

19-055

SES

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

COURTYARD

COURTYARD

ENTRY

N

TRUEPLAN

AS NOTEDSCALE:

EXISTING CONDITIONS AND DEMOLITION PLAN

C-103 SCALE: 1/8"=1'-0"

LAYOUT AND PAVING PATTERN PLAN

C-103 SCALE: 1/8"=1'-0"

PLANTING PLAN

C-103 SCALE: 1/8"=1'-0"

PLANTING SCHEDULE

C-103 SCALE: 1/8"=1'-0"

C-103

ENTRY IMPROVEMENTS PLAN

3 6

GRADING PLAN

C-103 SCALE: 1/8"=1'-0"

DEMOLITION LEGEND

REMOVE PAVERS

REMOVE BRICK PAVERS

REMOVE CONCRETE

REMOVE VEGETATION

LIMITS OF DISTURBANCE

REMOVE TREE

DocuSign Envelope ID: 7C5134E5-D4A9-428A-B4A6-7E8CF47B7EF2

1/26/2021

B

COMPACTED AGGREGATE BASE COURSE

COMPACTED SUBGRADE

3,000 PSI AIR-ENTRAINED CONCRETE SLAB

LIGHT BROOM FINISH

PAVING JOINTS (TYP.)

A

B

4"

5"

LIGHT

DUTY

(SEE DETAIL 2 / C-104)

PREMOLDED ASPHALT IMPREGNATED

FIBER, FULL DEPTH. (RECESSED

" W @ 4" AND 8" CONCRETE

" WIDE SAW CUT CONTROL

J…