Attachment 6 - Drawings Part 1 of 3 - Manchester - 608-315.pdf
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- 36C77625B0024
About this file
This document is a comprehensive set of architectural and structural engineering drawings for the construction of a new Specialty Care Building at the VA Medical Center in Manchester, New Hampshire. The drawings, dated December 20, 2023, provide detailed plans for a single-story, fully sprinklered facility with multiple roof levels, including a main roof, high roof, and penthouse roof. The project involves constructing a new building addition adjacent to an existing medical facility, with specific focus on structural details, foundation work, steel framing, concrete specifications, and architectural elements. Key technical components include composite steel deck, concrete slabs, wall reinforcement, steel connections, and specialized design features to integrate with the existing VA Medical Center infrastructure.
The drawings cover multiple disciplines including civil, structural, architectural, mechanical, electrical, plumbing, fire protection, and telecommunications systems. Specific design considerations include seismic load parameters, wind load specifications, foundation requirements, and compliance with building codes such as the International Building Code and VA design guidelines. The project emphasizes detailed engineering specifications, with extensive notes on construction methods, material requirements, welding standards, and structural connection details. The overall design appears to prioritize functionality, structural integrity, and seamless integration with the existing medical facility campus.
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Text version
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
M C
M
A N
C H
E S
T E
R S
P E
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A M
AG-1.1
COVER SHEET
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
DEPARTMENT OF VETERANS AFFAIRS
VA MEDICAL CENTER MANCHESTER, NH
718 Smyth Road Manchester, NH 03104
ISSUED FOR: FINAL CONSTRUCTION DECEMBER 20, 2023
Revisions: Date:
CONSTRUCT SPECIALTY CARE BUILDING
CONSTUCT SPECIALTY
CARE BUILDING
CONSTRUCT SPECIALTY
CARE BUILDING
A/C
AB
ACC
ACT
AD
ADHES
ADJ
AFF
AGGR
AHU
ALT
ALUM
ANOD
ARCH
ASB
ASPH
AUTO
BD
BITUM
BLDG
BLK
BLKG
BM
BOT
BR
BRG
BRK
BRZ
BSMT
BTU
BUR
BV
CAB
CB
CCT
CCU
CEM
CFCI
CFOI
CG
CI
CIR
CJ
CL
CLG
CLKG
CLO
CLOS
CLR
CMU
CO
COL
CONC
CONF
CONN
CONT
CONTR
CORR
CPT
CR
CS
CSI
CSMT
CT
CW
D/A
DBL
DEG
DEMO
DEMOUNT
DEP
DET
DF
DH
DIA
DIAG
DIM
DIV
DN
DR
DW
DWG
DWR
E
EA
ED
EF
EIFS
EJ
EL
ELEC
ELEV
EMERG
ENCL
EO
EPS
EXPS
EQ
EQUIP
ETR
EWC
EXCAV
EXH
EXIST
EXP
EXT
FA
FAB
FD
FE
FEC
FF EL
FHEC
FHC
FIN
FLR
FLUOR
FM
FOC
FOF
FOS
FPRF
FRPL
FRT
FT (')
FTG
FURN
FURR
FUT
GA
GALV
GC
GL
GRD
GYP
GWB
HB
H/C
HCWD
HD
HDNR
HDR
HDWD
HDWR
HM
HORIZ
HP
HR
HT
HTG
HVAC
HW
ICU
ID
IN (")
INCL
INFO
INSUL
INT
INV
AIR CONDITIONING
ANCHOR BOLT
ACCESS
ACOUSTICAL CEILING TILE
AREA DRAIN
ADHESIVE
ADJUSTABLE
ABOVE FINISHED FLOOR
AGGREGATE
AIR HANDLING UNIT
ALTERNATE
ALUMINUM
ANODIZED
ARCHITECTURAL
ASBESTOS
ASPHALT
AUTOMATIC
BOARD
BITUMINOUS
BUILDING
BLOCK
BLOCKING
BENCH MARK
BOTTOM
BUMPER RAIL
BEARING
BRICK
BRONZE
BASEMENT
BRITISH THERMAL UNIT
BUILT-UP ROOFING
BEVELED
CABINET
CATCH BASIN
CUBICAL CURTAIN TRACK
CORONARY CARE UNIT
CEMENT
CONTRATOR FURNISHED
CONTRACTOR INSTALLED
CONTRACTOR FURNISHED
OWNER INSTALLED
CORNER GUARD
CAST IRON
CIRCLE
CONSTRUCTION JOINT
CENTER LINE
CEILING
CAULKING
CLOSET
CLOSURE
CLEAR
CONCRETE MASONRY UNIT
CLEAN OUT
COLUMN
CONCRETE
CONFERENCE
CONNECT (ION)
CONTINUOUS
CONTRACTOR
CORRIDOR
CARPET
CHAIR RAIL
CENTRAL STERILE
CONSTRUCTION SPECIFICATION
INSTITUTE
CASEMENT
CERAMIC TILE
COLD WATER
DOUBLE ACTING
DOUBLE
DEGREE
DEMOLITION
DEMOUNTABLE
DEPRESSED
DETAIL
DRINKING FOUNTAIN
DOUBLE HUNG
DIAMETER
DIAGONAL
DIMENSION
DIVISION
DOWN
DOOR
DISHWASHER
DRAWING
DRAWER
EAST
EACH
EMERGENCY DEPARTMENT
EXHAUST FAN
EXTERIOR INSULATING
FINISH SYSTEM
EXPANSION JOINT
ELEVATION
ELECTRIC (AL)
ELEVATOR
EMERGENCY
ENCLOSURE
EMERGENCY ELECTRICAL OUTLET
EPOXY PAINT SYSTEM
EXTERIOR PAINT SYSTEM
EQUAL
EQUIPMENT
EXISTING TO REMAIN
ELECTRIC WATER COOLER
EXCAVATE
EXHAUST
EXISTING
EXPANSION
EXTERIOR
FIRE ALARM
FABRICATED
FLOOR DRAIN
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR ELEVATION
FIRE HOSE &
EXTINGUISHER CABINET
FIRE HOSE CABINET
FINISH (ED)
FLOOR
FLUORESCENT
FACTORY MUTUAL
FACE OF CONCRETE
FACE OF FINISH
FACE OF STUD
FIREPROOF
FIREPLACE
FIRE RETARTANT TREATED
FOOT / FEET
FOOTING
FURNISH, FURNITURE
FURRED, FURRING
FUTURE
GAUGE
GALVANIZED
GENERAL CONTRACTOR
GLASS, GLAZING
GRADE
GYPSUM BOARD, GYPSUM
GYPSUM WALLBOARD
HOSE BIBB
HANDICAPPED
HOLLOW CORE WOOD
HEAVY DUTY
HARDENER
HEADER
HARDWOOD
HARDWARE
HOLLOW METAL
HORIZONTAL
HIGH POINT
HAND RAIL
HEIGHT
HEATING
HEATING, VENTILATING
AND AIR CONDITIONING
HOT WATER
INTENSIVE CARE UNIT
INSIDE DIAMETER
INCHES
INCLUDING
INFORMATION
INSULATE, INSULATION
INTERIOR
INVERT
IPS
IVT
JAN
JST
JT
KIT
KO
KPL
KR
L
LAB
LAM
LAV
LBL
LF
LH
LHR
LL
LP
MATL
MAX
MBR
MECH
MEMB
MFR
MH
MIN
MISC
MO
MOD
MON
MR
MTD
MTL
MULL
N N/A
NIC
NO, #
NOM
NRC
NTS
OA
OBS
OC
OD
OFCI
OFF
OFOI
OH
OPQ
OPNG
OPP
PACU
PAR
PARTN
PBD
PC
PERF
PERIM
P
PLAM
PLAS
PLYWD
PNL
POLY
PP
PR
PREFAB
PRT
PSF
PSI
PT
PTSTA
PVC
PWC
QT
QTY
R
RA
RAD
RB
RD
REF
REINF
REQD
RESIL
REV
RH
RHR
RM
RO
ROW
RWC
S
SCHED
SCWD
SECT
SEG
SF
SHR
SHT
SHTG
SIM
SPEC
SPKR
SQ
SS
SSS
SST
STA
STD
STC
STL
STOR
STRUCT
SURG
SUSP
SV
SRV
SYM
T T&B T&G
TEL
TELEM
TEMP
TERR
THK
THRES
TLT
TOC
TOF
TOS
TOW
TRANSF
TV
TYP
UL
UNEXCAV
UNFIN
UON
UR
VAR
VAT
VB
VCB
VCT
VERT
VEST
VIF
VWC
W W/ W/O
WC
WD
WDW
WF
WI
WT
WWF
WWM
YD
INTERIOR PAINT SYSTEM
INTRAVENOUS (IV) TRACK
JANITOR
JOIST
JOINT
KITCHEN
KNOCKOUT
KICK PLATE
KICK RAIL
LENGTH
LABORATORY
LAMINATE (D)
LAVATORY
LABEL
LINEAR FOOT (FEET)
LEFT HAND
LEFT HAND REVERSE
LIVE LOAD
LOW POINT
MATERIAL
MAXIMUM
MEMBER
MECHANICAL
MEMBRANE
MANUFACTURER
MAN HOLE
MINIMUM
MISCELLANEOUS
MASONRY OPENING
MODULAR
MONITOR
MOISTURE RESISTANT
MOUNTED
METAL
MULLION
NORTH
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
NOMINAL
NOISE REDUCTION COEFFICIENT
NOT TO SCALE
OVERALL
OBSCURE
ON CENTER
OUTSIDE DIAMETER
OWNER FURNISHED
CONTRACTOR INSTALLED
OFFICE
OWNER FURNISHED
OWNER INSTALLED
OVERHEAD
OPAQUE
OPENING
OPPOSITE
POST ANESTHESIA CARE UNIT
PARALLEL
PARTITION
PARTICLE BOARD
PERSONAL COMPUTER
PERFORATED
PERIMETER
PLATE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PANEL
POLYETHYLENE
PUSH PAD
PAIR
PREFABRICATED
PRESSURE TREATED
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PAINT
PNEUMATIC TUBE STATION
POLYVINYL CHLORIDE
PROTECTIVE WALL COVERING
QUARRY TILE
QUANTITY
RISER
RETURN AIR
RADIUS
RESILIENT BASE
ROOF DRAIN
REFRIGERATOR
REINFORCED
REQUIRED
RUBBER
REVISION
RIGHT HAND
RIGHT HAND REVERSE
ROOM
ROUGH OPENING
RIGHT OF WAY
RAINWATER CONDUCTOR
SOUTH
SCHEDULE
SOLID CORE WOOD
SECTION
SEGMENT
SQUARE FOOT
SHOWER
SHEET
SHEATHING
SIMILAR
SPECIFICATION
SPEAKER
SQUARE
SERVICE SINK
SURGICAL SCRUB SINK
STAINLESS STEEL
STATION
STANDARD
SOUND TRANSMISSION CLASS
STEEL
STORAGE
STRUCTURAL, STRUCTURE
SURGERY
SUSPENDED
SHEET VINYL
SLIP RESISTANT VINYL
SYMETRICAL
TREAD (S)
TOP AND BOTTOM
TONGUE AND GROOVE
TELEPHONE
TELEMETRY
TEMPORARY
TERRAZZO
THICK (NESS)
THRESHOLD
TOILET
TOP OF CONCRETE
TOP OF FOOTING
TOP OF STEEL
TOP OF WALL
TRANSFORMER
TELEVISION
TYPICAL
UDERWRITERS LABORATORY
UNEXCAVATED
UNFINISHED
UNLESS OTHERWISE NOTED
URINAL
VARNISH
VINYL ASBESTOS TILE
VINYL BASE
VINYL COVE BASE
VINYL COMPOSITION TILE
VERTICAL
VESTIBULE
VERIFY IN FIELD
VINYL WALL COVERING
WEST
WITH
WITHOUT
WATER CLOSET
WOOD
WINDOW
WIDE FLANGE
WROUGHT IRON
WEIGHT
WELDED WIRE FABRIC
WELDED WIRE MESH
YARD
ARCHITECTURAL ABBREVIATIONSARCHITECTURAL SYMBOLS MATERIAL LEGEND
HARDWOOD TRIM
WOOD BLOCKING OR
STUCCO/ MORTAR
GYPSUM BOARD
ALUMINUM
RIGID INSULATION
BATT INSULATION
STEEL
ROOF BALLAST
CRUSHED GRAVEL
TOPSOIL
CONCRETE
BRICK
CERAMIC TILE
WOOD SHIM
CONCRETE BLOCK
PLYWOOD
SHEET METAL
WATERPROOF
GLASS (LARGE SCALE)
ACOUSTICAL TILE
MARBLE
PLASTER/MORTAR,
PRECAST CONC, CONC
CONTINUOUS NAILER
(IN ELEVATION)
MEMBRANE
OR EIFS IN ELEVATION
PLYWOOD
CENTERLINE
PROPERTY/REFERENCE
LINE
FLOOR LINE ELEVATION
HIDDEN OR FUTURE WORK
OR WORK TO BE REMOVED
SECTION/BREAK LINE
MATCH LINE
INDICATES WORK SIDE
MATCH LINE - SEE A1-#
SPOT ELEVATION NEW
WORK
100.00
BENCH MARK ELEVATION
BM
96.5
CHANGE IN FLOOR OR CEILING
ELEVATION (PLAN VIEW)
NEW PARTITION
NEW SWING DOOR (180 Deg.)
NEW SWING DOOR (90 Deg.)
EXISTING COLUMN LINE
REFERENCE
NEW COLUMN LINE
REFERENCE
ELEVATION TAG ON
SECTION
+/- 0"
A3-1
A2-1
EXTERIOR
ELEVATION TAG
BUILDING OR WALL
SECTION TAG
A3-1
PLAN OR ENLARGED
DETAIL TAG
A4-1 INTERIOR
ELEVATION TAG
OFFICE
ROOM NAME & NUMBER TAG
PARTITION TYPE TAG1A
101A DOOR NUMBER TAG
WINDOW TAGA
STOREFRONT TAG
FURNITURE OR EQUIPMENT
FURNISHED BY OWNER
AUTOMATIC DOOR PUSH PLATE
FIRE EXTINQUISHER RECESSED
MANEUVERING CLEARANCES - DOORS
MOUNTING HEIGHTS
MOUNTING HEIGHTS
FEC
NEW SWING DOOR (162 Deg.)
A
1' - 6"
* 1' - 0"
* WITH BOTH CLOSER AND A
LATCH
PUSH SIDE
PULL SIDE
FRONT APPROACH
a
PUSH SIDE
PULL SIDE
HINGE SIDE APPROACH
3' - 0" a b
3' - 6" b
1' - 10"
* WITH BOTH CLOSER AND A
LATCH
PUSH SIDE
PULL SIDE
LATCH SIDE APPROACH
2' - 0"
2' - 0"
* WITH CLOSER
NOTES:
1. INFORMATION TAKEN FROM 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, CHAPTER 4, SECTION 404.
2. ALL DIMENSIONS PROVIDED ARE MINUMUM DIMENSIONS.
0' - 4"
0' - 4"
DUPLEX AND/OR
DATA, VOICE
JACK
DUPLEX AND/OR
DATA, VOICE JACK
ABOVE WORK SURFACE
FINISHED FLOOR
WALL SWITCH/
OCCUPANCY
SENSOR
NOTES:
DIMENSIONS SHOWN HERE ARE TYPICAL,
UNLESS NOTED OTHERWISE WITHIN
DOCUMENTS
FIRE ALARM AUDIO/VISUAL ALARM
* WHICHEVER DIMENSION PUTS
THE DEVICE LOWER
CEILING
ACCESSIBLE CONTROLS
(I.E. THERMOSTAT, LIGHT,
FIRE ALARM PULLSTATION)
T O
A C
T
IV
A T
IN
G
H A
N D
L E
/L E
V E
R
DOOR
FRAME
PAPER TOWEL
DISPENSER
NOTES:
DIMENSIONS SHOWN HERE ARE TYPICAL,
UNLESS NOTED OTHERWISE WITHIN
DOCUMENTS
SOAP
DISPENSER
VISUAL ACUITY
5'
0"
5'
4"
BINOCULAR INDIRECT
OPTHALMOSCOPE
4'
6"
SHARPS CONTAINER
5'
0"
COAT HOOK
4'
0"
OTOSCOPE AND
OPHTHALMOSCOPE
M A
X
MIRROR
M A
X
4'
HAND
SANITIZER
3'
3'
TYP. CORRIDOR DOOR WITH CARD
READER AND SIGNAGE
TYP. CORRIDOR DOOR WITH HAND
SANITZER AND SIGNAGE
4'
WALL PHONE JACK
AED
4'
T Y
P
2'
0"
WALL MOUNTED SINK
3'
3'
4"
9"
A
LI
G N
4'
SIGNAGE
CARD READER
4"
3'
4"
4"
9"
1' - 7"
4'
4'
SIGNAGE
HAND
SANITZER
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
M C
M
A N
C H
E S
T E
R S
P E
C C
L
IN
IC
R
.r v t
/1 /2
:0
:1
A M
AG-1.2
INDEX SHEET
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
DRAWING LIST
Sheet Number Sheet Name
Sheet Issue Date
GENERAL
AG-1.1 COVER SHEET 12/20/2023
AG-1.2 INDEX SHEET 12/20/2023
AG-1.3 FIRST FLOOR LIFE SAFETY PLAN 12/20/2023
CIVIL
C-1.0 EXISTING CONDITIONS & SITE DEMOLITION PLAN 12/20/2023
C-2.0 SITE LAYOUT & MATERIALS PLAN 12/20/2023
C-3.0 GRADING PLAN 12/20/2023
C-4.0 SITE UTILITIES PLAN 12/20/2023
C-5.0 STEAM & CONDENSATE PLAN & PROFILE 12/20/2023
C-6.0 LANDSCAPE PLAN 12/20/2023
C-7.1 DETAILS 12/20/2023
C-7.2 DETAILS 12/20/2023
STRUCTURAL
S0-0.0 STRUCTURAL COVER 12/20/2023
S0-1.0 GENERAL NOTES 12/20/2023
S0-1.1 SYMBOLS AND ABBREVIATIONS 12/20/2023
S1-1.1 FOUNDATION AND FIRST FLOOR PLAN 12/20/2023
S1-1.2 ROOF PLAN 12/20/2023
S2-2.0 EXTERIOR ELEVATIONS 12/20/2023
S3-1.0 COLUMN SCHEDULE 12/20/2023
S4-1.0 TYPICAL CONCRETE DETAILS 12/20/2023
S4-1.1 TYPICAL CONCRETE DETAILS 12/20/2023
S4-1.2 TYPICAL CONCRETE DETAILS 12/20/2023
S4-2.0 CONCRETE DETAILS 12/20/2023
S4-2.1 CONCRETE DETAILS 12/20/2023
S5-1.0 TYPICAL STEEL DETAILS 12/20/2023
S5-1.1 TYPICAL STEEL DETAILS 12/20/2023
S5-1.2 TYPICAL STEEL DETAILS 12/20/2023
S5-1.3 TYPICAL STEEL DETAILS 12/20/2023
S5-2.0 STEEL DETAILS 12/20/2023
S5-2.1 STEEL DETAILS 12/20/2023
ARCHITECTURE
AD1-1.1 DEMOLITION FLOOR PLAN 12/20/2023
A1-1.1 FIRST FLOOR PLAN OVERALL 12/20/2023
A1-1.R ROOF PLAN 12/20/2023
A1-2.1A PARTIAL FLOOR PLAN - A 12/20/2023
A1-2.1B PARTIAL FLOOR PLAN- B 12/20/2023
A1-2.1C PARTIAL FLOOR PLAN - C 12/20/2023
A1-2.3 EQUIPMENT PLAN - A 12/20/2023
A1-2.4 EQUIPMENT PLAN - B 12/20/2023
A1-2.5 EQUIPMENT SCHEDULE 12/20/2023
A1-3.1 REFLECTED CEILING PLAN 12/20/2023
A1-3.2 ROOF DECK - REFLECTED CEILING PLAN 12/20/2023
A1-3.3 CEILING DETAILS 12/20/2023
A1-4.1 SIGNAGE 12/20/2023
A2-2.1 EXTERIOR ELEVATIONS 12/20/2023
A2-2.2 EXTERIOR ELEVATIONS 12/20/2023
A2-2.3 STOREFRONT SCHEDULE AND DETAILS 12/20/2023
A3-1.1 WALL SECTIONS 12/20/2023
A3-2.1 EXTERIOR DETAILS 12/20/2023
A3-2.2 EXTERIOR PLAN DETAILS 12/20/2023
A4-1.1 ENLARGED PLAN TYP. TOILET ROOMS 12/20/2023
A4-1.2 ENLARGED PLAN RECEPTION 12/20/2023
A4-1.3 ENLARGED TYPICAL EXAM ROOM 12/20/2023
A4-1.4 ENLARGED PLAN LOW VISION 12/20/2023
A4-1.5 ENLARGED TYP. PROGRAMMING AND FITTING ROOM 12/20/2023
A4-1.6 INTERIOR ELEVATIONS 12/20/2023
A4-1.7 INTERIOR ELEVATIONS 12/20/2023
A4-1.8 INTERIOR ELEVATIONS 12/20/2023
A4-1.9 INTERIOR ELEVATIONS 12/20/2023
A4-1.10 INTERIOR ELEVATIONS 12/20/2023
A4-1.11 INTERIOR ELEVATIONS 12/20/2023
A5-1.1 PARTITION TYPES 12/20/2023
A5-2.1 DOOR SCHEDULE 12/20/2023
A8-1.0 MILLWORK 12/20/2023
A8-1.1 MILLWORK 12/20/2023
A8-1.2 INTERIOR DETAILS 12/20/2023
A9-1.1 VERTICAL CIRCULATION 12/20/2023
A9-1.2 VERTICAL CIRCULATION DETAILS 12/20/2023
INTERIORS
ID-1.0 MATERIAL LEGEND & ROOM FINISH SCHEDULE 12/20/2023
ID-2.0 WALL FINISH DISTRIBUTION PLAN 12/20/2023
ID-2.1 WALL PROTECTION PLAN 12/20/2023
ID-3.0 FLOOR FINISH DISTRIBUTION PLAN 12/20/2023
ID-4.0 FURNITURE PLAN - FOR REFERENCE ONLY 12/20/2023
FIRE PROTECTION
FP0-0.0 FIRE PROTECTION LEGEND 12/20/2023
FP0-0.1 FIRE PROTECTION DETAILS 12/20/2023
FP2-1.0 BASEMENT - FIRE PROTECTION PLAN 12/20/2023
FP2-1.1 FIRST FLOOR - FIRE PROTECTION PLAN 12/20/2023
FP2-1.2 ROOF - FIRE PROTECTION PLAN 12/20/2023
PLUMBING
P0-0.0 PLUMBING LEGEND 12/20/2023
P0-0.1 PLUMBING SCHEDULES 12/20/2023
P0-0.2 PLUMBING DETAILS 12/20/2023
P1-1.1 FIRST FLOOR - OVERALL PLUMBING PLAN 12/20/2023
P1-1.2 ROOF - OVERALL PLUMBING PLAN 12/20/2023
P2-1.0 UNDERSLAB - NEW DRAINAGE PLAN 12/20/2023
P2-1.1 FIRST FLOOR - NEW DRAINAGE PLAN 12/20/2023
P2-1.2 ROOF DECK - NEW DRAINAGE PLAN 12/20/2023
P2-1.3 TOP OF PENTHOUSE - NEW DRAINAGE PLAN 12/20/2023
P3-1.1 FIRST FLOOR - NEW PLUMBING SUPPLY PLAN 12/20/2023
P3-1.2 ROOF DECK - NEW PLUMBING SUPPLY PLAN 12/20/2023
MECHANICAL
MH0-0.1 HVAC LEGEND AND SCOPE NOTES 12/20/2023
MH0-0.2 HVAC SCHEDULES 12/20/2023
MH0-0.3 HVAC SCHEDULES 12/20/2023
MH0-0.4 HVAC SCHEDULES 12/20/2023
MH1-0.1 FIRST FLOOR - NEW DUCTWORK PLAN 12/20/2023
MH1-0.2 ROOF - NEW DUCTWORK PLAN 12/20/2023
MP2-0.1 FIRST FLOOR - NEW MECHANICAL PIPING PLAN 12/20/2023
MP2-0.2 ROOF - NEW MECHANICAL PIPING PLAN 12/20/2023
MS2-0.1 HVAC OVERALL SITE STEAM UTILITY PLAN 12/20/2023
MS2-0.2 HVAC BUILDING 7 - NEW STEAM PLAN 12/20/2023
MH3-0.0 HVAC BASEMENT - ENLARGED PUMP ROOM VIEW & SECTION 12/20/2023
MH3-0.2 ROOF-ENLARGED PENTHOUSE VIEW & SECTIONS 12/20/2023
MH4-0.1 FIRST FLOOR - HVAC ZONE DIAGRAM 12/20/2023
MH5-0.1 HVAC AIRFLOW DIAGRAM 12/20/2023
MH5-0.2 HVAC HOT WATER PIPING FLOW DIAGRAM 12/20/2023
MH5-0.3 HVAC CHILLED WATER PIPING FLOW DIAGRAM 12/20/2023
MH5-0.4 HVAC STEAM PIPING FLOW DIAGRAM 12/20/2023
MH6-0.1 AHU DETAILS 12/20/2023
MH6-0.2 HVAC DETAILS 12/20/2023
MH6-0.3 HVAC DETAILS 12/20/2023
MH6-0.4 HVAC DETAILS 12/20/2023
MH6-0.5 HVAC DETAILS 12/20/2023
MH6-0.6 HVAC DETAILS 12/20/2023
MH6-0.7 HVAC DETAILS 12/20/2023
MH6-0.8 HVAC DETAILS 12/20/2023
MH6-0.9 HVAC DETAILS 12/20/2023
MH6-0.10 HVAC DETAILS 12/20/2023
MH7-0.1 CONTROLS LEGEND 12/20/2023
MH7-0.2 CONTROLS LEGEND 12/20/2023
MH7-0.3 MIXED AIR AHU DIAGRAM & POINTS LIST 12/20/2023
MH7-0.4 MIXED AIR AHU SEQUENCE OF OPERATION 12/20/2023
MH7-0.5 TERMINAL UNIT DETAILS, POINTS LISTS & SEQUENCE OF OPERATIONS 12/20/2023
MH7-0.6 EXHAUST FAN DIAGRAM, POINTS LIST & SEQUENCE OF OPERATIONS 12/20/2023
MH7-0.7 STEAM TO HOT WATER HEAT EXCHANGER SYSTEM CONTROLS 12/20/2023
MH7-0.8 PACKAGED AIR COOLED CHILLER SYSTEM CONTROLS 12/20/2023
MH7-0.9 MISCELLANEOUS CONTROL DETAILS & POINTS LIST 12/20/2023
MH7-0.10 MISCELLANEOUS SEQUENCES 12/20/2023
ELECTRICAL
E0-0.0 ELECTRICAL LEGEND & GENERAL NOTES 12/20/2023
E1-0.0 ELECTRICAL SITE PLAN 12/20/2023
E1-0.1 ELECTRICAL SITE BUILDING 7 PLAN 12/20/2023
E2-1.1 FIRST FLOOR - NEW LIGHTING PLAN 12/20/2023
E2-1.2 ROOF DECK - NEW LIGHTING PLAN 12/20/2023
E3-2.1 FIRST FLOOR - NEW POWER PLAN 12/20/2023
E3-2.2 ROOF DECK - NEW POWER PLAN 12/20/2023
E4-0.0 ELECTRICAL RISER 12/20/2023
E5-0.0 ELECTRICAL SCHEDULES 12/20/2023
E6-0.0 ELECTRICAL DETAILS 12/20/2023
E6-0.1 ELECTRICAL DETAILS 12/20/2023
E6-0.2 ELECTRICAL DETAILS 12/20/2023
FIRE ALARM
FA0-0.0 FIRE ALARM LEGEND AND DETAILS 12/20/2023
FA1-1.1 FIRST FLOOR - NEW FIRE ALARM PLAN 12/20/2023
FA1-1.2 ROOF DECK - NEW FIRE ALARM PLAN 12/20/2023
NURSE CALL
NC0-0.0 NURSE CALL LEGEND 12/20/2023
NC2-1.1 NURSE CALL FIRST FLOOR PLAN 12/20/2023
NC5-0.1 NURSE CALL DETAILS 12/20/2023
SECURITY
SE0-0.0 SECURITY LEGEND 12/20/2023
SE2-1.1 SECURITY FIRST FLOOR PLAN 12/20/2023
SE5-0.1 SECURITY DETAILS 12/20/2023
SE5-0.2 SECURITY DETAILS 12/20/2023
SE5-0.3 SECURITY DETAILS 12/20/2023
SE5-0.4 SECURITY DETAILS 12/20/2023
SE6-0.1 SECURITY RISERS 12/20/2023
SE7-0.1 SECURITY SCHEDULES 12/20/2023
TELECOMMUNICATION
T0-0.0 COMMUNICATIONS LEGEND 12/20/2023
T2-1.1 COMMUNICATIONS FIRST FLOOR PLAN 12/20/2023
T4-0.1 COMMUNICATIONS FIRST FLOOR PART PLAN AND ELEVATIONS 12/20/2023
T4-0.2 COMMUNICATIONS FIRST FLOOR RACK ELEVATION 12/20/2023
T5-0.1 COMMUNICATIONS DETAILS 12/20/2023
T5-0.2 COMMUNICATIONS DETAILS 12/20/2023
T5-0.3 COMMUNICATIONS DETAILS 12/20/2023
T6-0.1 COMMUNICATIONS RISER DIAGRAMS 12/20/2023
T6-0.2 COMMUNICATIONS GROUNDING RISER DIAGRAM 12/20/2023
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
DNDN
DN
UP
DN
DN
5.7
D
1.3
E C B AB.9C.5C.9
A.2
A.96A.95 A.65 A.45 AA
5.5
5.8
5.9
B.2
B.4 A.8 aa bb cc
EXAM 2 LOW VISION
EXAM
SWA130
EXAM 3
SWA131
EXAM 5
SWA133
EXAM 6
SWA134
EXAM 7
SWA140
EXAM 8
SWA141
EXAM 9
SWA142
EXAM 10
SWA143
EXAM 11 BARIATRIC
SWA144
VISUAL FIELDS
SWA155
EXAM 12 PRETEST
SWA149
OPTOMETRY SERVICE
CHIEF
SWA150
LOUNGE
SWA139
STAFF TOILET
SWA137
STAFF TOILET
SWA136
WATER SERVICE
SWA122
SOILED
SWA135
TR
SWA121
AUDIO SERVICE CHIEF
SWA113
HEARING AID
PROCESSING
SWA126
PROCEDURE
SWA125
HEARING AID
MODIFICATION
SWA127
WORK STATIONS (4)
SWA112
AUDIO TECH
SWA117
TOIL
SWA103
CERUMEN
MANAGMENT
SWA119
PROGRAMMING AND
FITTING ROOM
SWA120
AUDIO BOOTH EXAM
SWA114A
VESTIBULOGRAPHY /
TELEHEALTH
SWA124
EXAM 4
SWA132
PROGRAMMING
FITTING ROOM
SWA111
PROGRAMMING
FITTING ROOM
SWA110
PROGRAMMING
FITTING ROOM
SWA109
PROGRAMMING
FITTING ROOM
SWA108
LARGE AUDIO BOOTH
EXAM
SWA106A
PATIENT LIFT
STORAGE
SWA138
REF.
LOCKERS
CONTROL
SWA114
AUDIO BOOTH EXAM
SWA115A
CONTROL
SWA115
CONTROL
SWA116
LARGE AUDIO BOOTH
CONTROL
SWA106
EQUIPMENT
SWA107
STAIRS
SWA102
CLEAN SUPPLY
SWA118
CORRIDOR
SWA160C
CORRIDOR
SWA161
EMERGENCY ELEC
SWA105A
TOIL
SWA104
H.A.C
SWA123
HEALTH TECHS WKSTA
SWA153
CORRIDOR
SWA160A
REF. OMNI
CELL
RME
EXISTING BUILDING No. 18
EXIST 2 HOUR FIRE RATED SEPARATION
BETWEEN BUILDINGS 1 AND 18
VEST
EXIST 2 HOUR FIRE RATED SEPARATION
CONTINUOUS AROUND VESTIBULE
EXISTING
BUILDING No. 1
EXISTING
PRIMARY CARE
CLINIC
(BUSINESS OCCUPANCY)
PROPOSED NEW ADDITION
(BUSINESS OCCUPANCY)
WAITING AREA
DN
LOBBY
EMERG
ELEC
ELEC
MEN
WOMEN
KITCHENETTE
GROUP ROOM MH EXAM
MH EXAMMH EXAMMH EXAM
CORR
CORR
CORR
MH EXAMMH EXAMMH EXAM
MH EXAMMH EXAMMH EXAM
MH EXAMMH EXAMMH EXAM
OMNI CELL
MH EXAMMH EXAM
MH EXAMMH EXAMMH EXAM
PAT
TOILPC EXAMPC EXAM
ROOF ACCESS
CORR
CORR
CORR
CORR
CORR
PC EXAM
TEAMLET
CORR
PC EXAMPC EXAMPC EXAM TEAMLETTEAMLET
PC EXAM
PC EXAM
STAFF
TOIL
HSKPG
EQUIP
CLEAN
SUPPLY
SOILED
PC EXAMPC EXAM PC EXAM
CENTRAL
TRIAGE
CENTRAL
TRIAGE
PAT
TOIL
COPY/
REGISTRATION
PAT
TOIL
STAFF
TOIL
EXIT
EXIT
EXIT
EXIT
NEW ADDITION TOTAL
EXIT CAPACITY:
3 EXITS TOTALING
510 OCCUPANTS
EXIT CAPACITY:
DOOR 34" CLEAR / 0.2" =
170 OCCUPANTS
13 occupants
1 occupant
1 occupant
EXIT ACCESS DOOR SERVES
24 OCCUPANTS (WHICH IS LESS THAN
50, THEREFORE DOOR CAN SWING IN)
TO OTHER EXITS
TO OTHER EXITS
EXIT CAPACITY:
DOOR 34" CLEAR / 0.2" =
170 OCCUPANTS
EXIT CAPACITY:
DOOR 34" CLEAR / 0.2" =
170 OCCUPANTS
6'
6' - 0"
6'
6' - 0"
6' - 0"
6'
6' - 0"
6'
6'
STAIRS SERVE
ONLY AS
ACCESS TO
PENTHOUSE.
NOT AN EXIT
S
S
S
OCCUPANT LOAD = 189 OCCUPANTS
110FT 117FT
122FT
116FT
FEC
FECFEC
FE
C
FE
C
FE
C
FE
C
FEC
FEC
F E
C
F E
C
EXISTING AREA = 12,903 SF
OCCUPANT LOAD = 247 OCCUPANTS
EXIST EXIT CAPACITY:
EXIST DOOR 68" CLEAR / 0.2"
= 340 OCCUPANTS
F E
C
S
ELEC
SWA105
A B C D ED.3
1.2
1.6
3.4
D.6C.2 eDeE e1 e2 e3 e4 e5 eC.9 e5.7
OFFICE
SWA152
WORK STATIONS (4)
SWA151
CONFERENCE ROOM
SWA154
AUDIO BOOTH EXAM
SWA116A
VESTIBULE
SWA100
S
S
IMAGING
SWA148
OPTICAL
SWA128
EXAM 1 LASER &
PROCEDURE
SWA129
RECEPTION
SWA145
RECEPTION
SWA145A
CLEAN
SWA146
STOR
SWA147
WAITING
SWA101
CORRIDOR
SWA160F
CORRIDOR
SWA160D
CORRIDOR
SWA160C
CORRIDOR
SWA160E
4 occupants
7 occupants
GENERAL NOTES - LIFE SAFETY PLAN
1. CONTRACTOR TO ENSURE THAT FIRE SEPARATION BETWEEN
EXISTING BUILDING AND ADDITION IS MAINTAINED THROUGHOUT
CONSTRUCTION.
VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, AND VA NATIONAL CAD
STANDARD APPLICATION GUIDE (TIL)
2021 NFPA 101 LIFE SAFETY CODE
2021 NFPA 1 FIRE CODE
2022 OCCUPATIONAL, SAFETY and HEALTH ADMINISTRATION (OSHA) STANDARDS
2020 VA SEISMIC DESIGN REQUIREMENTS (H-18-8)
2021 INTERNATIONAL PLUMBING CODE (IPC)
2022 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS
2022 NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS
2021 NFPA 54 NATIONAL FUEL GAS CODE
2023 NFPA 70 NATIONAL ELECTRICAL CODE (NEC)
2022 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE
2022 NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES
2021 NFPA 99 STANDARDS FOR HEALTH CARE FACILITIES
ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)
VA SUPPLEMENT BARRIER FREE DESIGN GUIDE (PG-18-13)
AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318)
AMERICAN INSTITITUTE OF STEEL CONSTRUCTION (AISC)
2005 ENERGY POLICY ACT
DEPT OF ENERGY INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW
FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND NEW
LOW-RISE RESIDENTIAL BUILDINGS
2004 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE STANDARD 62-1
2007 SAFETY STANDARD FOR REFRIGERATION SYSTEMS - ASHRAE STANDARD 15
2021 INTERNATIONAL BUILDING CODE - Only when specifically referenced in VA Design Guide
APPLICABLE CODES:
LIFE SAFETY LEGEND
RATED CONSTRUCTION IS INDICATED AS FOLLOWS:
1HR FIRE RATED BARRIER
2HR FIRE RATED BARRIER
PARTITION THAT LIMITS TRANSFER OF SMOKE
PATH OF EXIT TRAVEL
DISTANCE TO EXIT FROM REMOTE POINT ON FLOOR
OR COMMON PATH OF TRAVEL
INDICATED EXIT LOCATION
FIRE EXTINGUISHER CABINET
FIRE VALVE CABINET (HOSE CONNECTION)
FEC
XXX'
CONTRACTOR TO VERIFY EXISTING WALL CONSTRUCTION MATCHES FIRE/SMOKE
RATING AS INDICATED ON PLAN AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.
WHERE EXISTING CONDITIONS HAVE BEEN COMPROMISED THE CONTRACTOR
SHALL NOTIFY THE ARCHITECT AND OWNER OF ANY DISCREPANCIES.
1.
2.
CONTRACTOR IS RESPONSIBLE FOR INTEGRITY OF EXISITNG RATED
PARTITIONS AS A RESULT OF THIS WORK THROUGHOUT THE PROJECT.
3.
EXIT
FVC
FIRE RATED DOOR RATINGS4.
EXIT SIGN: AT EXIT (ONE SIDED)
EXIT SIGN: EXIT DIRECTION (ONE SIDED)
EXIT SIGN: MULTIPLE EXIT DIRECTION (ONE SIDED)
EXIT SIGN: TWO FILLED QUADRANTS INDICATE
TWO SIDED SIGN (HATCHED AREAS INDICATE
DIRECTIONS SIGN IS VISIBLE FROM)
FEC
FE
FEC
FIRE EXTINGUISHERS: (LOCATED NOT MORE THAN 75 FOOT TRAVEL
DISTANCE FROM ANY POINT IN THE FACILITY)
6.
EXIT SIGNS: (LOCATIONS SUBJECT TO AUTHORITY HAVING JURISDICTION)5.
FIRE RATING OF DOOR (IN MINUTES)45
SMOKE RATED DOORS
CLASSIFICATION / FIRE RATING SCHEDULE
CONSTRUCTION CLASSIFICATION: NFPA 101: TYPE II (222)
IBC: TYPE IB
ELEMENTS
PRIMARY FRAMING
HOURLY
RATING
FIRE RESISTIVE
DESIGN NO.
RESTRAINED LOCATION/
REMARKS
OCCUPANCY CLASSIFICATION: B - BUSINESS (OUTPATIENT CLINIC)
AUTOMATIC SPRINKLER PROTECTION: FULLY SPRINKLERED FACILITY
HRS.2 N/A
STEEL FRAME W/ SPRAY
FIREPROOFING
FLOOR CONSTRUCTION HRS.2 YES
CONC SLAB ON GRADE &
CONCRETE COMPOSITE
AT PENTHOUSE
D902
ROOF CONSTRUCTION HRS.1 YESP801
CORRIDORS HRS.0 N/A
EXIT ENCLOSURES
(EXISTING STAIRS) HRS.1 N/A
SHAFT ENCLOSURES HRS. N/AN/A
HAZARDOUS SPACES HRS.0 N/AU419
X829
RESIST THE PASSAGE
OF SMOKE ONLY
STEEL DECKING W/
SPRAY FIREPROOFING
N/A
N/A
IEBC CLASSIFICATION: NEW ADDITION &
LEVEL 2 ALTERATION- BASED ON THE WORK AREA METHOD
THE EXISTING FACILITY, KNOWN AS THE VETERANS ADMINISTRATION MEDICAL CENTER AND
LOCATED AT 718 SMYTH ROAD IN MANCHESTER, NEW HAMPSHIRE IS A SIX STORY MEDICAL
COMPLEX WITH MIXED OCCUPANCIES. THE EXISTING BUILDING WHERE THE PROPOSED ADDITION
OCCURS IS CONSTRUCTED OF A PROTECTED STEEL FRAME STRUCTURE WITH CONCRETE
COMPOSITE FLOORS WHICH CLASSIFIES THE BUILDING AND NEW ADDITION AS CONSTRUCTION
TYPE II (222) PER THE LIFE SAFETY CODE NFPA 101 AND TYPE IB PER THE INTERNATIONAL
BUILDING CODE.
THE PROPOSED ONE STORY ADDITION OCCURS ADJACENT AND ATTACHED TO THE BUSINESS
OCCUPANCY PORTION OF THE OVERALL FACILITY WHICH IS SEPARATED FROM THE REST OF THE FACILITY WITH EXISTING FIRE RATED CONSTRUCTION. THE NEW ADDITION WILL BE USED AS AN
EXTENSION OF THE BUSINESS OCCUPANCY AND THEREFORE DOES NOT NEED TO BE
SEPARATED FROM THE EXISTING.
THE FOOTPRINT AREA OF THE NEW ADDITION EQUALS APPROXIMATELY 13,380 SF OF SPACE ON THE FIRST FLOOR ONLY. THE TOTAL AREA OF WORK IS LESS THAN 50% OF THE EXISTING FIRST
FLOOR AS A WHOLE AND THEREFORE ANY RELATED RENOVATION WORK IS CONSIDERED A
LEVEL 2 ALTERATION.
THE EXISTING FACILITY IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM.
THE OVERALL EXISTING FACILITY IS 6 STORIES ABOVE GRADE AND AT LESS THAN 75 FEET IN
HEIGHT, IT IS NOT CONSIDERED A HIGH RISE.
EXISTING BUILDING ASSESSMENT
(less than 50% of existing building area)
BUILDING HEIGHT:
EXIST BUILDING IS 6 STORIES ABOVE GRADE
NEW ADDITION IS 1 STORY ABOVE GRADE ONLY
SERVE < 3 STORIES
EXIST STAIRS NOT IN
SCOPE OF WORK
SERVE < 3 STORIES
EXIST NOT IN SCOPE
OF WORK
TRAVEL DISTANCE TO EXITS 300 FEET MAX
COMMON PATH OF TRAVEL 100 FEET MAX
DEAD END CORRIDORS 50 FEET MAX
TRAVEL DISTANCE REQUIREMENTS
OCCUPANT LOAD - GROUND FLOOR
DESCRIPTION USE GROUP (TABLE 1004.1.1) FLOOR AREA OCCUPANT LOAD
11,175 SF 112 OCCUPANTS
WAITING AREA 790 SF 24 OCCUPANTS
STORAGE ROOMS,
MECH & ELEC SPACES 865 SF 53 OCCUPANTS
ACCESSORY ASSEMBLY USE (UNCONCENTRATED)
(15 NET SF/PERSON)
189 OCCUPANTSTOTAL OCCUPANT LOAD FOR NEW ADDITION 12,830 SF
PRIMARY OCCUPANCY
BUSINESS USE / OUTPATIENT USE
(100 GROSS SF/PERSON)
ACCESSORY STORAGE USE
(300 GROSS SF/PERSON)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
M C
M
A N
C H
E S
T E
R S
P E
C C
L
IN
IC
R
.r v t
/1 /2
:0
:2
A M
AG-1.3
FIRST FLOOR LIFE SAFETY PLAN
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
SCALE: 1/8" = 1'-0"1
FIRST FLOOR LIFE SAFETY PLAN
0' 2' 4' 8' 16'
NORTH
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
6 SPACES
GAS
G
AS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
G
AS
G
AS
GAS
GAS
GAS
GAS
GAS
GAS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
GAS
GAS
GAS
NST
NST
NST
N
ST
PHASE TWO
6" ST
4" CND
MP101
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
NW
NW
NW
H Y
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N-SD
N-
SD
N-
SD
N-SD
N-SD
NSD
N-
SD
N-
SD
SD
SD
SDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD SD
WG
WG
W
GSP
W
GSP
W G
WG
W G
W
GWG
W G
WG
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WG
W W
W W
W W
W
W
W W
W
W
W
W
W
W W
W
WWWWWWWWWWWWW
W
W W
W W
W
WWWWWWWWWWWWW
W
W W
W W
W
WWW
W W
W
W
W
W
W
W
W W
N W
NW
NWNW
NW
N W
NW
NW
U G
C
UGC
UGC
UGC
UGC
UGC
UGC
U G
C
UG
C
UGC
GG
GG
GGSP
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
U G
E
U G
E
UGE
U G
E
U G
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E
U G
E
U G
E
U G
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
E
UGEUGEUGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
U G
E U
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UGE
UGEUGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
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UG
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UG
E
UG
E
UG
E
UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
U G
E U
G E
UGE
UGE
UGE
UGE
UGE
U G
E
U G
E
U G
E
U G
E
UGE
UGE
UGE
UGE
UGE
E & FA Q
L-B
1"
E Q
L- B
1"
E Q
L- B
2-4" E (E
MPTY) Q
L-B
2-4" E
QL-B
2- 4"
E Q
L- B
1"± E Q L-B
2-4" E Q
L-B
2-4" E QL-B
2- 4"
E Q
L- B
2-4" PVC E QL-B
1"± E
Q L-B
1"± E QL-B
2-3" (R) E QL-B
5- 4"
-1 " E
/T /F
A Q
L- B
4" E
QL-B
2-3" E QL-B
2-2" E QL-B
EO
I
E Q
L- B
E QL-B
E QL-B
2"
IP
E Q
L- B
4-4" PVC E QL-B
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
S
S
S
S
S
S
S
S
S
S S S S S S SSS
SS
474473
5 46
SS
SS
SS
SS
W
W W
W W W
W
W W W
UGE
UGE
UGEUGEUGEUGE
UGE
UGEUGEUGE
U G
E
UG
E
UG
E
UG
E
U G
E
UGE
UGE
UG
E
U G
E U
G E
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE
UGE
UGE
UGE
UGE
UGE
SD
SD
SD
SD
SD
SD
SD
E
E a b
ENTIRE RETAINING
WALL TO BE REMOVED
8" DI WATER LINE
TO BE REMOVED/
RELOCATED. SEE
UTILITY PLAN.
ELECTRIC DUCT BANK
TO BE REMOVED/
RELOCATED. SEE
UTILITY PLAN.
TRANSFORMER
TO BE
RELOCATED
ELECTRIC MANHOLE
TO BE REMOVED
LIGHT POLE AND
ASSOCIATED ELECTRIC
LINES TO BE REMOVED
LIMIT OF WORK
CONCRETE STAIRS
TO BE REMOVED
PORTION OF WALKWAY TO
BE REMOVED. SEE LAYOUT
AND MATERIALS PLAN.
PROPOSED
FILTER SOCK
ELECTRIC DUCT BANK
TO BE REMOVED/
RELOCATED. SEE
UTILITY PLAN.
PROPOSED
SAWCUT
PROPOSED
SAWCUT
PROPOSED
SAWCUT
PROPOSED
FILTER BAG
PROPOSED
FILTER BAG
TREE TO BE
REMOVED
(TYP.)
PROPOSED
CONSTRUCTION
ENTRANCE
PROPOSED TREE
PROTECTION
(TYP.)
PROPOSED
SAWCUT
X X X
ELECTRIC DUCT BANK
TO BE REMOVED/
RELOCATED. SEE
UTILITY PLAN.
LIMIT OF WATER LINE
TO BE REMOVED/
RELOCATED. SEE
UTILITY PLAN.
ELECTRIC DUCT BANK
TO BE REMOVED/
RELOCATED. SEE
UTILITY PLAN. LIMIT OF ELEC. LINE TO
BE REMOVED/
RELOCATED. SEE
UTILITY PLAN.
LIMIT OF WATER LINE
TO BE REMOVED/
RELOCATED. SEE
UTILITY PLAN.
X
PAVEMENT TO
BE REMOVED
PROPOSED
SAWCUT (TYP.)
LIMIT OF WORK
X
LIMIT OF
WORK
PROPOSED
SAWCUT
PROPOSED
SAWCUT (TYP.)
PROPOSED
SAWCUT
(TYP.)
BUILDING #7
PROPOSED
FILTER SOCK
PROPOSED
SAWCUT
SCALE: 1" = 20'
60'40'20'20' 010'
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
STAMPCONSULTANT
321 4 5 6 7 8 9 10
DSK DSKRevisions: Date:
Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
DESIGN SPECIALTY
CARE BUILDING
718 Smyth Road, Manchester, NH 03104
608-315
Simpson Gumpertz & Heger 41 Seyon Street Waltham, MA 02453
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th
FLR
Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates 500 Cummings Center Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com 12/20/2023
129 South St, 2nd floor
ARCHITECT
EXISTING CONDITIONS & SITE
DEMOLITION PLAN
C-1.0
DEMOLITION LEGEND:
LIMIT OF WORK
FILTER SOCK
REMOVE & DISPOSE R&D
TO BE RELOCATED TB-RELO
TO BE REMOVED TBR
REMOVE & STOCKPILE R&S
SAWCUT
TREE PROTECTION
TREE TO BE REMOVED
UTILITY TO BE REMOVED
SOIL EROSION & SEDIMENTATION CONTROL NOTES:
1. THE LOCATION OF EROSION CONTROL BARRIERS SHOWN ON DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS AND A
GUIDE FOR THE PLACEMENT OF THESE BARRIERS. OTHER MEASURES MAY BE WARRANTED BASED UPON EXPERIENCE AT THE SITE.
WHEN NO SEDIMENTATION CONTROL SYSTEM IS SHOWN ON THE DRAWING, THE CONTRACTOR SHALL BE REQUIRED TO ESTABLISH A SYSTEM TO PREVENT SILTATION OR POLLUTION OF ADJACENT PROPERTIES AND/OR WETLAND RESOURCE AREAS. THE SYSTEMS SHOWN SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PLACING ADDITIONAL BARRIERS OR REPLACING BARRIERS AS REQUIRED BY SITE CONDITIONS. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ADDRESS NEW CONDITIONS THAT MAY BE CREATED.
2. SUITABLE SEDIMENTATION CONTROL FACILITIES MUST BE CONSTRUCTED, CLEARLY VISIBLE, AND IN OPERATION PRIOR TO
CONSTRUCTION.
3. ANTI-TRACKING PADS SHALL BE ESTABLISHED AT ALL POINTS OF INGRESS AND EGRESS.
4. CONSTRUCTION STAGE STORMWATER MANAGEMENT SHALL BE PROVIDED BY TEMPORARY DIVERSIONS AND SEDIMENT BASINS
SIZED IN ACCORDANCE WITH STATE AND USEPA STANDARDS.
5. TEMPORARY DIVERSION DITCHES, EMBANKMENTS AND ANY DENUDED SURFACE WHICH WILL BE EXPOSED FOR A PERIOD OF ONE MONTH OR MORE SHALL BE CONSIDERED CRITICAL STABILIZATION AREAS. THESE AREAS SHALL BE MULCHED WITH STRAW.
MULCH SHALL BE SPREAD UNIFORMLY IN A CONTINUOUS BLANKET OF SUFFICIENT THICKNESS TO COMPLETELY HIDE THE SOIL
FROM VIEW.
6. SEDIMENT CONTROL MEASURES SHALL BE PROVIDED AROUND ALL EXISTING AND PROPOSED DRAINAGE STRUCTURES AS DETAILED
ON THE DRAWINGS OR AS REQUIRED TO PREVENT SEDIMENTATION.
7. HAYBALES, SILT FENCE OR OTHER SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL SILTATION CONTROLS. THE CONTRACTOR SHALL NOT REMOVE ANY SILTATION CONTROLS
UNTIL AUTHORIZED (IN WRITING) BY THE OWNER OR HIS REPRESENTATIVE.
8. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON A WEEKLY BASIS AND AFTER EACH STORM EVENT OF 0.25 INCH OR GREATER DURING CONSTRUCTION TO ENSURE THAT CHANNELS, DITCHES AND PIPES ARE
CLEAR OF DEBRIS AND THAT THE EROSION CONTROL BARRIERS ARE INTACT.
9. THE CONTRACTOR SHALL MAINTAIN A SUFFICIENT RESERVE OF VARIOUS EROSION CONTROL MATERIALS ONSITE AT ALL TIMES FOR
EMERGENCY PURPOSES OR ROUTINE MAINTENANCE.
10. LOAMING AND SEEDING OR MULCHING OF NON-PAVEMENT AREAS SHALL TAKE PLACE AS SOON AS PRACTICABLE.
11. ALL STOCKPILE AREAS SHALL BE LOCATED WITHIN LIMIT OF WORK AND STABILIZED TO PREVENT EROSION.
12. USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE TO THE PUBLIC, TO NEIGHBORS, AND TO OTHER WORK
BEING PERFORMED ON OR NEAR THE SITE
13. THE CONTRACTOR SHALL PERFORM EFFECTIVE SEQUENCING OF CONSTRUCTION ACTIVITIES TO MINIMIZE DISTURBED AREAS ON
THE SITE. THE SEQUENCE SHALL BE GENERALLY AS FOLLOWS:
13.1. INSTALL ALL EROSION AND SEDIMENT CONTROLS.
13.2.REMOVE AND DISPOSE OF ALL PAVEMENT TO BE REMOVED. LOAM & SEED DISTURBED AREAS.
13.3.PERFORM CLEARING AND GRUBBING.
13.4. STRIP TOPSOIL AND PERFORM EXCAVATION AND GRADING.
13.5.REMOVE AND DISPOSE OF STRUCTURES TO BE REMOVED.
13.6. INSTALL DRAINAGE, UTILITIES AND ASSOCIATED STRUCTURES.
13.7. CONSTRUCT BUILDING AND ASSOCIATED IMPROVEMENTS.
13.8.PERMANENTLY STABILIZE ALL DISTURBED AREAS AND INSTALL LANDSCAPING AND ASSOCIATED APPURTENANCES.
13.9.REMOVE ALL SOIL AND EROSION CONTROLS AFTER SITE HAS BEEN STABILIZED.
14. A MINIMUM OF SIX (6) INCHES OF TOPSOIL SHALL BE PLACED ON ALL DISTURBED SURFACES WHICH ARE PROPOSED TO BE
PLANTED.
15. ANY AREA THAT IS DISTURBED AND LEFT IDLE FOR MORE THAN 14 DAYS SHALL BE IMMEDIATELY STABILIZED BY TEMPORARY VEGETATION OR OTHER EROSION CONTROL MEASURE APPROVED BY THE CONSERVATION COMMISSION OR ITS AGENT.
16. A SUPPLY OF EROSION CONTROL BARRIER MATERIALS SHALL BE KEPT ON SITE TO REPLACE AND/OR REPAIR BARRIERS THAT ARE
DAMAGED OR DEGRADED.
17. INSTALL SILT SACK IN CATCH BASINS AT ALL PAVEMENT REMOVAL AREAS.
18. DEWATERING WASTEWATER PUMPED FROM EXCAVATIONS WILL BE CONVEYED BY HOSE TO AN UPLAND AREA AND DISCHARGED INTO A DEWATERING BASIN HAY BALE CORRALS, OR SEDIMENTATION BAGS. THE CONTRACTOR SHALL TEST THE DEWATERING WASTEWATER FOR CONTAMINANTS PRIOR TO DISCHARGING. THE CONTRACTOR IS RESPONSIBLE FOR ALL ENGINEERING, EQUIPMENT, MATERIAL, AND LABOR REQUIRED FOR THIS PROJECT PROPOSED SITE WATER REMOVAL DURING CONSTRUCTION.
19. ALL DRAINAGE STRUCTURES SHALL BE CLEARED OF ACCUMULATED SEDIMENT PRIOR TO ACCEPTANCE OF THE FINAL PROJECT.
SITE DEMOLITION NOTES:
1. CONTRACTOR SHALL PROVIDE AND MAINTAIN PROTECTIVE MEASURES FOR PEDESTRIAN SAFETY AROUND EXCAVATIONS AND
CONSTRUCTION ACTIVITIES. SUCH MEASURES MAY INCLUDE CONSTRUCTION FENCING, STEEL PLATING, FLAGMEN AND FLASHING
BARRELS.
2. CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN ACCESS TO ADJACENT BUILDINGS DURING CONSTRUCTION PERIOD.
3. ALL REMOVED, NON-SALVAGEABLE MATERIAL SHALL BE DISPOSED OF OFF-SITE BY CONTRACTOR, AT NO COST TO THE OWNER, IN
ACCORDANCE WITH LOCAL AND STATE REGULATIONS.
4. CONSTRUCTION SITE WASTE MATERIALS WILL BE PROPERLY CONTAINED ONSITE AND DISPOSED OFF SITE AT A LOCATION IN
ACCORDANCE WITH THE LOCAL AND STATE REGULATIONS.
5. SAWCUT PAVEMENTS AT ALL EDGES OF WORK WHERE NEW WORK TO ABUT EXISTING PAVEMENTS.
6. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION OF STRUCTURES, PAVEMENT AND CONCRETE MATERIALS, AND UTILITIES WITH APPROPRIATE PROPOSED SITE GENERAL, UTILITY, LANDSCAPING, AND ARCHITECTURAL DRAWINGS.
7. ALL NOTED UTILITIES TO BE REMOVED AND DISPOSED OF, RELOCATED OR CAPPED REPRESENT ALL KNOWN SITE CONDITIONS TO BE DEMOLISHED. CONTRACTOR TO COORDINATE ALL UNFORESEEN CONDITIONS WITH THE PROJECT ENGINEER, ARCHITECT AND/OR
RESPECTIVE UTILITY COMPANIES PRIOR TO PROCEEDING WITH WORK.
8. WATER, SEWER, DRAINAGE AND OTHER SITE UTILITIES SERVICING THE EXISTING FACILITIES ARE TO REMAIN ACTIVE UNTIL PROPOSED IMPROVEMENTS ARE CONSTRUCTED AND ONLINE. WHEN CONNECTING TO ACTIVE OR RELOCATED UTILITIES, SHUTDOWNS SHALL BE MINIMIZED AND COMPLETED OFF HOURS AND COORDINATED WITH THE OWNER.
X
NOTES:
1. EXISTING CONDITIONS PLAN TAKEN FROM FIELD SURVEY PERFORMED BY DOUCET SURVEY INC. 102 KENT PLACE, NEWMARKET, NH
03057, 603-659-6560 DURING DECEMBER 2016 AND MAY 2017 USING TRIMBLE S6, S7 & 5603 TOTAL STATIONS WITH TRIMBLE TSC3 DATA COLLECTORS AND A SOKKIA B21 AUTO LEVEL. TRAVERSE ADJUSTMENTS BASED ON LEAST SQUARES, AND DuBOIS & KING
PLANS DATED JUNE 2017.
2. HORIZONTAL DATUM BASED ON NEW HAMPSHIRE STATE PLANE(2800) NAD83(2011) DERIVED FROM REDUNDANT GPS
OBSERVATIONS UTILIZING THE KEYNET GPS VRS NETWORK.
3. VERTICAL DATUM IS BASED ON APPROXIMATE NAVD88(GEOID12A) (±.2') DERIVED FROM REDUNDANT GPS OBSERVATIONS UTILIZING
THE KEYNET GPS VRS NETWORK.
4. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON OBSERVABLE PHYSICAL EVIDENCE AND PAINT MARKS FOUND ON-SITE, AND INFORMATION SHOWN ON REFERENCE PLAN 5. REFER TO DRAWING LEGEND FOR ADDITIONAL INFORMATION.
5. THE ACCURACY OF MEASURED UTILITY INVERTS AND PIPE SIZES/TYPES IS SUBJECT TO NUMEROUS FIELD CONDITIONS, INCLUDING;
THE ABILITY TO MAKE VISUAL OBSERVATIONS, DIRECT ACCESS TO THE VARIOUS ELEMENTS, MANHOLE CONFIGURATION, ETC.
6. ALL ELECTRIC, GAS, TEL. WATER, SEWER AND DRAIN SERVICES ARE SHOWN IN SCHEMATIC FASHION, THEIR LOCATIONS ARE NOT PRECISE OR NECESSARILY ACCURATE. NO WORK WHATSOEVER SHALL BE UNDERTAKEN ON THIS SITE USING THIS PLAN TO LOCATE THE ABOVE SERVICES. CONSULT WITH THE PROPER AUTHORITIES CONCERNED WITH THE SUBJECT SERVICE LOCATIONS FOR INFORMATION REGARDING SUCH. CALL DIG-SAFE AT 1-888-DIG-SAFE AND PRIVATE UTILITY LOCATE COMPANY TO PROPERLY
DEMARCATE EXISTING ONSITE UTILITIES.
7. THIS PLAN WAS PREPARED FROM RECORD RESEARCH, OTHER MAPS, LIMITED FIELD MEASUREMENTS AND OTHER SOURCES. IT IS NOT TO BE CONSTRUED AS A PROPERTY / BOUNDARY SURVEY AND IS SUBJECT TO SUCH FACTS AS SAID SURVEYS MAY DISCLOSE.
December 20, 2023
CONSTUCT SPECIALTY
CARE BUILDING
21 SPACES
WG
W
GSP
W
GSP
W G
W G
WG
W G
WG
PROPOSED DESIGN SPECIALTY CARE BUILDING
FINISHED FLOOR ELEVATION = 467.5
PROPOSED CONCRETE RAMP
WITH HANDRAILS
(REFER TO ARCHITECTURAL
DRAWINGS FOR DETAILS)
PROPOSED
TRANSFORMER ON
CONCRETE PAD
WITH BOLLARDS
PROPOSED 6' WIDE
CONCRETE WALKWAY
PROPOSED
INTERLOCKING BLOCK
RETAINING WALL
(TOP TO EXTEND 6" AFG)
T
LIMIT OF WORK
PROPOSED
VERTICAL GRANITE
CURB (VGC - TYP.)
PROPOSED EDGE
OF SIDEWALK
PROPOSED
SIDEWALK
6' 2' 10
M
IN
LIMIT OF WORK
3'
PROPOSED 2'
WIDE STONE DRIP
EDGE (TYP.)
PROPOSED
TRANSFORMER ON
CONCRETE PAD
T
COBBLE STONE OR
VERTICAL GRANITE
CURBING (TYP.)
COBBLE STONE OR
VERTICAL GRANITE
CURBING (TYP.)
COBBLE STONE OR
VERTICAL GRANITE
CURBING (TYP.)
LIMIT OF
WORK
PROPOSED
CONCRETE
WALKWAY
PROPOSED CONCRETE RAMP
WITH HANDRAILS
(REFER TO ARCHITECTURAL
DRAWINGS FOR DETAILS)
PROPOSED
PAVEMENT
51'±
VGC
VG
C
VG
C
SCALE: 1" = 20'
60'40'20'20' 010'
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
STAMPCONSULTANT
321 4 5 6 7 8 9 10
DSK DSKRevisions: Date:
Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
DESIGN SPECIALTY
CARE BUILDING
718 Smyth Road, Manchester, NH 03104
608-315
Simpson Gumpertz & Heger 41 Seyon Street Waltham, MA 02453
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th
FLR
Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates 500 Cummings Center Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com 12/20/2023
129 South St, 2nd floor
ARCHITECT
SITE LAYOUT & MATERIALS PLAN
C-2.0
PROPOSED CONDITIONS LEGEND:
LIMIT OF WORK
PAD MOUNTED TRANSFORMER T
CONCRETE WALKWAY
INTERLOCKING BLOCK RETAINING WALL
BOLLARD
PROPOSED VERTICAL GRANITE CURB (VGC)
LAYOUT & MATERIALS NOTES:
1. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE
MEASURED UNLESS OTHERWISE INDICATED.
2. ALL ACCESSIBLE ROUTES, RAMPS, AND PARKING SPACES TO COMPLY WITH ADA AND VAMC REGULATIONS (TYP).
3. ALL CURB RADII TO BE R5' UNLESS OTHERWISE NOTED.
4. SEE ARCHITECTURAL DRAWINGS FOR BUILDING LAYOUT, DOOR PADS, EQUIPMENT PADS, STAIRWAYS, BUILDING
LIGHTING, ELECTRICAL INFORMATION AND ALL OTHER BUILDING APPURTENANCES.
5. DETECTABLE WARNING PANELS MAY BE PRECAST OR CAST IN PLACE OR OTHER SUITABLE MATERIAL PERMANENTLY APPLIED TO RAMP (SURFACE APPLIED SYSTEMS WILL NOT BE PERMITTED). DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT. DETECTABLE WARNING PANELS SHALL BE YELLOW. DETECTABLE WARNING PANELS ARE REQUIRED ON ALL PROPOSED WHEELCHAIR RAMPS AND ARE TO BE INSTALLED IN ACCORDANCE AS VAMC
STANDARD DETAIL.
6. CONTRACTOR SHALL REPORT SIGNIFICANT CONFLICTS TO THE OWNER OR HIS REPRESENTATIVE FOR RESOLUTION.
7. THE CONTRACTOR SHALL FURNISH AND SET ALL LINES AND GRADES REQUIRED AND PROTECT ALL PERMANENT BENCHMARKS OR MONUMENTS. DAMAGED MONUMENTS SHALL BE REPLACED BY A LICENSED SURVEYOR AT NO
COST TO THE OWNER.
8. CONTRACTOR TO PERFORM BENCHMARK FIELD LEVEL VERIFICATION AND COORDINATE LAYOUT CHECK PRIOR TO
CONSTRUCTION. CONTRACTOR TO CONTACT ENGINEER IF ANY DISCREPANCIES ARE FOUND.
9. WHERE ALL EXISTING CURBING OR PAVEMENT ABUT NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE. BLEND NEW PAVEMENT AND CURBS SMOOTHLY
INTO EXISTING BY MATCHING LINES, GRADES AND JOINTS.
10. RE-GRADE, LOAM AND SEED ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED ON PLAN. LOAM
WITH TOPSOIL SPREAD TO A MINIMUM DEPTH OF (6) SIX INCHES.
December 20, 2023
CONSTUCT SPECIALTY
CARE BUILDING
N
ST
N-SD
N-S D
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N
-SD
N-SD
N-
SD
N-
SD
N-SD
N-SD
NSD
N-
SD
N-
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
WG
W
GSP
W
GSP
W G
W G
WG
W G
WG
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
474473
5 46
SD
SD
SD
SD
SD
SD
SD
A a b
D D
D
D
D
PROPOSED DESIGN SPECIALTY CARE BUILDING
FINISHED FLOOR ELEVATION = 467.5
PROPOSED
TRANSFORMER ON
CONCRETE PAD
WITH BOLLARDS
PROPOSED
INTERLOCKING BLOCK
RETAINING WALL
(TOP TO EXTEND 6" AFG)
467.5
465.8
467.5
466.5
MATCH EXISTING
GRADE 463.5
T
TW=469.5
BW=466.0
TW=469.0
BW=467.2466.5
466.5
467.0 467.0
467.0 467.0
467.5
466.3
LIMIT OF WORK
467.0
PROPOSED 8" HDPE ROOF
DRAIN LINE
L=24' S=0.054 FT/FTPDMH#1
RIM=465.7
PDMH#2
RIM=465.3
PROPOSED 12"
HDPE DRAIN LINE
L=8'
S=0.100 FT/FT
PROPOSED SUBSURFACE
INFILTRATION FACILITY (28
CULTEC RECHARGER 330XLHD
CHAMBERS OR APPROVED
EQUAL)
TW=469.5
BW=466.8
M
IN
LIMIT OF WORK
PDMH#3
RIM=465.3
PROPOSED 6"
OBSERVATION
PORT (TYP)
MATCH
EXISTING
GRADE
467.42
PROPOSED 4" PERF.
PVC UNDERDRAIN
L=120' S=0.5%
PROPOSED
UNDERDRAIN
PROPOSED
TRANSFORMER ON
CONCRETE PAD
T
LIMIT OF
WORK
PLVMH-5
RIM=469±
PHVMH-5
RIM=468±
467.25
467.25
466.5
466.3
CAP END
OF PIPE
INV=467.1
OPEN PIPE
INV=466.5
TC:ME+0.5'
BC:ME
TC:ME+0.5'
BC:ME
TC:ME+0.5'
BC:ME
TC:ME+0.5'
BC:ME
SCALE: 1" = 20'
60'40'20'20' 010'
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
STAMPCONSULTANT
321 4 5 6 7 8 9 10
DSK DSKRevisions: Date:
Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
DESIGN SPECIALTY
CARE BUILDING
718 Smyth Road, Manchester, NH 03104
608-315
Simpson Gumpertz & Heger 41 Seyon Street Waltham, MA 02453
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th
FLR
Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates 500 Cummings Center Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com 12/20/2023
129 South St, 2nd floor
ARCHITECT
GRADING PLAN
C-3.0
PROPOSED CONDITIONS LEGEND:
CONTOUR
LIMIT OF WORK
DRAIN MANHOLE DMH
SPOT ELEVATION
INVERT ELEVATION INV.
TYPICAL TYP.
VERIFY IN FIELD VIF
TOP OF CURB TC
BOTTOM OF CURB BC
TOP OF WALL TW
BOTTOM OF WALL BW
ELECTRIC MANHOLE EMH
PAD MOUNTED TRANSFORMER T
CONCRETE WALKWAY
INTERLOCKING BLOCK RETAINING WALL
BOLLARD
GRADING AND DRAINAGE NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE
PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK WHICH WOULD BE AFFECTED. NO FIELD ADJUSTMENTS IN THE LOCATION OF SITE
ELEMENTS SHALL BE MADE WITHOUT THE ENGINEER'S APPROVALS.
2. ALL WORK PERFORMED AND ALL MATERIALS FURNISHED SHALL CONFORM WITH THE LINES AND GRADES ON THE
PLANS AND SITE WORK SPECIFICATIONS.
3. AT ALL LOCATIONS WHERE EXISTING CURBING OR PAVEMENT ABUT NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE. BLEND NEW PAVEMENT AND
CURBS SMOOTHLY INTO EXISTING BY MATCHING LINES, GRADES AND JOINTS.
4. ALL UTILITY COVERS, GRATES, ETC. SHALL BE ADJUSTED TO BE FLUSH WITH THE SURROUNDING SURFACE OR PAVEMENT FINISH GRADE. RIM ELEVATIONS OF STRUCTURES AND MANHOLES ARE APPROXIMATE. FINAL
ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH THE GRADING PLANS.
5. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION OF PRIVATE UTILITIES BY THE UTILITY
COMPANIES, AS REQUIRED.
6. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE
INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION.
7. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND TEL/DATA DUCT BANKS, ELECTRICAL DUCT BANKS, DRAINAGE, SEWER AND UTILITY FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY DAMAGE TO THESE FACILITIES RESULTING FROM CONSTRUCTION LOADS WILL BE RESTORED TO ORIGINAL
CONDITION BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.
8. DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES BY PROVIDING
TEMPORARY SUPPORTS OR SHEETING AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
9. EXCAVATION REQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND.
CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING
CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER.
10. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MIN. OF 1/8” PER FOOT
UNLESS SPECIFIED.
11. THE PROPOSED WALKWAYS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2% AND RUNNING SLOPE OF 3% AS
SHOWN ON CONSTRUCTION DETAILS AND GRADING PLAN.
12. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL ROCK AND BOULDERS UNCOVERED
DURING UTILITY INSTALLATION. REFER TO EARTHWORK SPECIFICATION.
13. THE CONTRACTOR IS RESPONSIBLE FOR ALL EQUIPMENT, MATERIAL, AND LABOR REQUIRED TO CLEAN OUT
EXISTING CATCH BASINS AND PIPING PRIOR TO COMMENCING WORK.
467.0
LEDGE REMOVAL QUANTITIES:
1. CONTRACTOR IS TO REFER TO SECTION 31 20 00 - 'EARTH MOVING' OF THE CONSTRUCTION SPECIFICATIONS FOR
ADDITIONAL EARTH REMOVAL REQUIREMENTS. ADDITIONALLY, THE CONTRACTOR IS TO CARRY THE FOLLOWING
VOLUMES OF LEDGE REMOVAL AS A PART OF THE CONTRACT BID:
1.1. THE CONTRACTOR TO CARRY ALLOWANCE FOR 35 CU YD OF LEDGE/ROCK REMOVAL FOR THE STORMWATER MANAGEMENT SYSTEM AND SHALL ALSO PROVIDE A UNIT COST FOR ADDITIONAL LEDGE REMOVAL.
1.2. CONTRACTOR TO CARRY ALLOWANCE FOR 35 CU YD OF LEDGE/ROCK REMOVAL FOR THE SANITARY SEWER
SYSTEM AND SHALL ALSO PROVIDE A UNIT COST FOR ADDITIONAL LEDGE REMOVAL.
1.3. CONTRACTOR TO CARRY ALLOWANCE FOR 60 CU YD OF LEDGE/ROCK REMOVAL FOR THE DOMESTIC / FIRE
WATER SYSTEM AND SHALL ALSO PROVIDE A UNIT COST FOR ADDITIONAL LEDGE REMOVAL.
1.4. CONTRACTOR TO CARRY ALLOWANCE FOR 35 CU YD OF LEDGE/ROCK REMOVAL FOR THE STEAM SYSTEM
AND ALSO PROVIDE A UNIT COST FOR ADDITIONAL LEDGE REMOVAL.
1.5. CONTRACTOR TO CARRY ALLOWANCE FOR 60 CU YD OF LEDGE/ROCK REMOVAL FOR THE ELECTRICAL, TELEPHONE AND DATA SYSTEM AND SHALL ALSO PROVIDE A UNIT COST FOR ADDITIONAL LEDGE REMOVAL.
December 20, 2023
CONSTUCT SPECIALTY
CARE BUILDING
G
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NST
NST
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PHASE TWO
6" ST
4" CND
MP101
SS
SS
SS
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2- 4"
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PROPOSED DESIGN SPECIALTY CARE BUILDING
FINISHED FLOOR ELEVATION = 467.5
PROPOSED 8" SDR 35
PVC SEWER SERVICE
L=65'
S=0.069 FT/FT
PROVIDE OUTSIDE DROP
CONNECTION TO EXISTING
SEWER MANHOLE. CORE
MANHOLE AND INSTALL RUBBER
BOOT CONNECTION. REBUILD
EXISTING TROUGH.
INV.=458.0
INV.=462.5
PROPOSED 8" DI
WATER LINE
PROPOSED 4" DOMESTIC
WATER SERVICE
PROPOSED 6" DI
FIRE WATER SERVICE
PROPOSED
TRANSFORMER ON
CONCRETE PAD
WITH BOLLARDS
PROPOSED
INTERLOCKING BLOCK
RETAINING WALL
(TOP TO EXTEND 6" AFG)
T
PROPOSED ELECTRIC
MANHOLE (REFER TO
ELECTRICAL PLANS
FOR DETAILS)
PROPOSED
ELECTRIC SERVICE
LIMIT OF WORK
PROPOSED 6" DI
WATER LINE
PROPOSED FIRE
HYDRANT
PROPOSED 8" HDPE ROOF
DRAIN LINE
L=24' S=0.054 FT/FT
INV.=463.0
PDMH#1
RIM=465.7
PDMH#2
RIM=465.3
PROPOSED 12"
HDPE DRAIN LINE
L=8'
S=0.100 FT/FT
INVa=461.7 INVb=460.5 INVc=460.5 a b c a b
INVa=462.2 INVb=462.1
INVa=461.3 INVb=456.9 INVc=456.9 ab c
PROPOSED SUBSURFACE
INFILTRATION FACILITY (28
CULTEC RECHARGER 330XLHD
CHAMBERS OR APPROVED
EQUAL)
PROPOSED 8" DI WATER
LINE CONNECTION POINT
PROPO…
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