LRF_-_Drawings.pdf
PDF 20 MB Posted
- Attached to
- LOWER ROOSEVELT SPORTS FACILITY PROJECT Federal contract opportunity
- Solicitation number
- 693JF719R000002
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Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
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| LOWER_ROOSEVELT_FACILITY_PROJECT_QA_1.15.19_response_SD_.pdf | ||
| USMMA_GEO_RPT.PDF | ||
| LRF-STRUCTURAL-071818.pdf | ||
| SHPO_Response.pdf | ||
| PSK-18.06.25-A_-_Entry_Structure_Signage_Details.pdf | ||
| PSK-18.06.25-B_-_Pressbox_Signage_Details.pdf | ||
| Three_Signage_Details.pdf | ||
| LRF-SITE-070618.pdf | ||
| SECTION_10_14_30-Exterior_Signage-06.25.2018.pdf | ||
| 693JF719R000002_Amendment_0002.pdf | ||
| 693JF719R000002_-_0001_-_Lower_Roosevelt_Facility.pdf | ||
| Lower_Roosevelt_Feild_(LRF)_-_Questions_and_Answers.pdf | ||
| LRF_-_NEPA.pdf | ||
| LRF_-_Specifications_4.23.2018.pdf | ||
| 693JF719R000002_LRF_Solicitation.pdf | ||
| LOWER_ROOSEVELT_FIELD_PROJECT_WD.pdf |
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Text version
Pl an
N o.:
Pl an
N am e:
Cr ea ted
Sc ale :D wg In fo:
Re vis ion
Iss ue
Pr oje ct:
DRAWN BY: CHECK BY:
St ru ctu ra l E ng
Ci vil /S ite E ng
ME
P
En g.:
Ar ch ite ct:
D
C
A
B
ARCH E1
( 30" x 42" )
LOWER
ROOSEVELT
FIELD
2 1345
D
C
A
B
DCML 17-003
United States Merchant Marine Academy 300 Steamboat Road Kings Point, NY 11024
U.S. Department of Transportation Maritime Administration 1200 New Jersey Avenue S.E.
Washington, DC 20590
PROJECT INFO:
CLIENT INFO:
BID DOCUMENTS
03-8-2018
EDUARDO GUZMAN, R.A.
ROBERT BENSON, P.E.
NY License #: 032575-1
NY License #: 085477-1
339 North Front Street, Camden, NJ 08102
Telephone: (856) 479-9101 Facsimile: (856) 757-0082 info@dcm-ae.com www.DCM-AE.com
DCM Architecture & Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications, and drawings are the property of DCM Architecture & Engineering and are to be used only as issued for this project. They shall not be used on any other project in full, or in part, without first obtaining the expressed written approval and consent of DCM Architecture & Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings; Contractor shall verify all dimensions prior to construction and shall bring any discrepancies to the attention of the Architect.
Contractor shall make no substitutions or structural changes or without written approval of the Architect.
Stantec Planning and Landscape Architecture P.C.
226 Causeway Street Boston, MA 02114
Atlantic Consulting & Engineering LLC.
525 John Street Bridgeport, CT 06604
CS
COVER SHEET
CH DM
LOWER ROOSEVELT FIELD
UNITED STATES MERCHANT MARINE ACADEMY
300 STEAMBOAT ROAD
KINGS POINT, NY 11024
VICINITY MAP
CAMPUS MAP
BID DOCUMENTS
MARCH 8, 2018
STEAMBOAT RD
STEAMBOAT RD
FURUSETH
HALL
O'HARA
HALL
FOOTBALL
FIELD
DPW
BLDG. A
JONES HALL
BARRY HALL
ROGERS
HALL
CLEVELAND
HALL
DELANO
HALL
PATTEN
HALL
BLAND
LIB.
MUSEUM
BUILDING
FULTON
HALL
WILEY
HALL
PALMER
HALL
MURPHY
HALL
MEMORIAL
CHAPEL
ELDRIDGE
POOL
GATEHOUSE
LAND
HALL
MELVILLE
HALL
MALLORY
PIER
PROSSER
BOAT HOUSE
CROWINSHIELD
BOAT SHED
BARNEY
SQUARE
DPW
BLDG. B
QUARTERS
B
QUARTERS
C
QUARTERS
J
QUARTERS
K
QUARTERS
D
QUARTERS
A
QUARTERS
M & N
FITCH
BLDG
OFFICERS
QUARTERS
QUARTERS
FBERGER
HALLGIBBS
HALL
LOWER
ROOSEVELT
FIELD
N
SAMUELS
HALL
95 95
STEAMBOAT RD
WEST SHORE RD
ARRANDALE AVE
REDBROOK RD
BELL BLVD
THROGS NECK
BRIDGE
FRANCIS LEWIS BLVD
WHITESTONE
BRIDGE
BRONX
THROGS NECK
WHITESTONE
QUEENS
KINGS POINT
14TH AVE
PARSONS BLVD
CROSS ISLAND
PKWY
UTOPIA PKW
Y
CROSS ISLAND PKWY
USMMA
300 STEAMBOAT ROAD
AERIAL VIEW
ARCHITECTURAL
NUM SHEET # SHEET NAME SUBMISSION
14 A-100 ARCHITECTURAL LOWER FIELD FLOOR PLAN ● ● ● ● ●
15 A-101 LOWER FIELD ENLARGED FLOOR PLAN ● ● ● ●
16 A-200 LOWER FIELD GENERAL SECTIONS & ELEVATIONS ● ● ● ● ●
17 A-300 ENLARGED ENTRY STRUCTURE FLOOR PLAN SECTIONS,
ELEVATIONS AND DETAILS ● ● ● ●
18 A-301 ENLARGED PRESS BOX PLAN, SECTIONS AND ELEVATIONS ● ● ● ●
19 A-302 ENLARGED PRESS BOX DETAILS ● ● ● ●
SC
HE
MA
TI
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DE
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.15 .17
DE
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D
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.08
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CO
NS
TR
UC
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D
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EN
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.12 .17
BI
D
DO
CU
ME
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S
.13 .18
BI
D
DO
CU
ME
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S
.08 .18
GENERAL
NUM SHEET # SHEET NAME SUBMISSION
1 CS COVER SHEET ● ● ● ● ●
2 G-000 ABBREVIATIONS, SYMBOLS, NOTES, WALL TYPES AND SITE PREP ● ● ● ● ●
3 G-001 LIFE SAFETY PLAN AND CODE ANALYSIS ● ● ● ●
SITE / CIVIL
NUM SHEET # SHEET NAME SUBMISSION
4 AD-100 EXISTING CONDITIONS PLAN ● ● ● ● ●
5 AD-101 SITE PREPARATIONS AND DEMOLITION PLAN ● ● ● ● ●
6 SW-100 LAYOUT AND MATERIALS PLAN ● ● ● ●
7 SW-101 GRADING AND UTILITIES PLAN ● ● ● ●
8 SW-102 ENLARGEMENT PLANS ● ● ● ●
9 SW-103 SITE DETAILS 1 ● ● ● ● ●
10 SW-104 SITE DETAILS 2 ● ● ● ●
11 SW-105 SITE DETAILS 3 ● ● ● ● ●
12 SW-106 SITE DETAILS 4 ● ● ● ● ●
13 SW-107 CIVIL DETAILS 1 ● ● ● ●
STRUCTURE
NUM SHEET # SHEET NAME SUBMISSION
23 S-000 GENERAL NOTES AND BASEPLATE DIAGRAMS ● ●
24 S-100 DUGOUTS 1ST AND 3RD STRUCTURAL PLANS AND DETAILS ● ● ● ●
25 S-101 CMU DETAILS AND SPECIFICATIONS ● ● ● ●
26 S-102 PRESS BOX STRUCTURAL PLANS & DETAILS ● ● ● ●
27 S-103 ENTRANCE STRUCTURAL PLANS ● ● ● ●
28 S-104 ENTRANCE STRUCTURAL SECTIONS AND DETAILS ● ● ●
ELECTRICAL
NUM SHEET # SHEET NAME SUBMISSION
29 E-301 LOWER FIELD CONDUIT PLAN ● ● ●
30 E-302 POWER AND LIGHTING ENLARGED PLAN ● ● ●
31 E-401.1 SINGLE LINE DRAWING ● ● ●
32 E-401.2 SCHEMATIC DIAGRAM ● ● ●
33 E-501 DETAILS ● ● ●
34 E-701 SCHEDULE ● ● ●
DRAWING LIST:
ARCHITECTURAL (CONT'D)
NUM SHEET # SHEET NAME SUBMISSION
20 A-303 ENLARGED 1ST BASE VISITOR DUGOUT FLOOR PLANS, SECTIONS
AND ELEVATIONS ● ● ● ● ●
21 A-304 ENLARGED 3RD BASE HOME DUGOUT FLOOR PLANS, SECTIONS
AND ELEVATIONS ● ● ● ●
22 A-305 DUGOUTS DETAILS ● ● ● ● ●
SC
HE
MA
TI
C
DE
SI
GN
.15 .17
DE
SI
GN
D
EV
EL
OP
ME
NT
.08
.17
CO
NS
TR
UC
TI
ON
D
OC
UM
EN
TS
.12 .17
BI
D
DO
CU
ME
NT
S
.13 .18
BI
D
DO
CU
ME
NT
S
.08 .18
UPPER FIELD
RUNNING BOND BRICK BAND
SEE ELEVATIONS FOR
PATTERN AND COURSING
MASONRY TIES VERTICAL
AND HORIZONTAL.
OFFSET 1' BETWEEN ROWS
4"X8"X16" CMU
BLOCK
8"X8"X16" CMU
BLOCK CORE
REINFORCED MASONRY
WALL HORIZONTALLY WITH
DURAWALL @ 16" O.C AND #5
RODS @ 32" O.C
CONCRETE
BASE
SEE S-100
HEAD
PLAN
4"X8"X16" CMU
BLOCK
2"X8"X16" CMU CAP
W2W1
W3
201 301 401
BASE
PLAN
HEAD
TWO-PIECE CLIP
VAPOR RETARDER
7/16" SHEATING
STANDING SEAM WALL SYSTEM
5/8'' GYPSUMWALL BOARD
RIGID INSULATION
SPLIT-FACE 8X8X16
CMU W/ FOAM INSUL.
INSERT TYP.
6" METAL STUD
5/8'' GYPSUMWALL BOARD
STANDING SEAM ROOF SYSTEM
TWO-PIECE CLIP
1"
1"
1"
ACTUAL
NOMINAL
4'- 0"
1'- 6"
8"
1'- 6"
1'-0"
4'- 0"
6'- 8"
4'- 0"
2'-
AD
A
2'- 0"
7'- 6"
3'- 0"
3'- 0" 3'-
6"
6'- 0"
MI
NI
MU
M
6'- 5"8"
EQ. EQ.X"
X"
1/2" JOINT
Pl an
N o.:
Pl an
N am e:
Cr ea ted
Sc ale :D wg In fo:
Re vis ion
Iss ue
Pr oje ct:
DRAWN BY: CHECK BY:
St ru ctu ra l E ng
Ci vil /S ite E ng
ME
P
En g.:
Ar ch ite ct:
D
C
A
B
ARCH E1
( 30" x 42" )
LOWER
ROOSEVELT
FIELD
2 1345
D
C
A
B
DCML 17-003
United States Merchant Marine Academy 300 Steamboat Road Kings Point, NY 11024
U.S. Department of Transportation Maritime Administration 1200 New Jersey Avenue S.E.
Washington, DC 20590
PROJECT INFO:
CLIENT INFO:
BID DOCUMENTS
03-8-2018
EDUARDO GUZMAN, R.A.
ROBERT BENSON, P.E.
NY License #: 032575-1
NY License #: 085477-1
339 North Front Street, Camden, NJ 08102
Telephone: (856) 479-9101 Facsimile: (856) 757-0082 info@dcm-ae.com www.DCM-AE.com
DCM Architecture & Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications, and drawings are the property of DCM Architecture & Engineering and are to be used only as issued for this project. They shall not be used on any other project in full, or in part, without first obtaining the expressed written approval and consent of DCM Architecture & Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings; Contractor shall verify all dimensions prior to construction and shall bring any discrepancies to the attention of the Architect.
Contractor shall make no substitutions or structural changes or without written approval of the Architect.
Stantec Planning and Landscape Architecture P.C.
226 Causeway Street Boston, MA 02114
Atlantic Consulting & Engineering LLC.
525 John Street Bridgeport, CT 06604
G-000
ABBREVIATIONS,
SYMBOLS, NOTES,
WALL TYPES AND SITE
PREPARATION DETAILS
CH DM
CMU
CONCRETE
BRICK
WOOD
CONT. BLOCKING
BLOCKING
PLYWOOD
CRUSHED STONE
EARTH
METAL
RIGID INSULATION
BATT INSULATION
GWB
STONE
MATERIALS:ABBREVIATIONS:
ELEV
EMR
ENCL
EQ
EQUIP
EST
EXH
EXG
EXPN
EB
EJ
EXP
EXT
ELEVATION, ELEVATOR
EMERGENCY
ENCLOSURE
EQUAL
EQUIPMENT
ESTIMATE
EXHAUST
EXISTING
EXPANSION
EXPANSION BOLT
EXPANSION JOINT
EXPOSED
EXTERIOR
FB
FO
FF
FAS
FT
FN
FRP
FIN
FTR
FE
FEC
FEN
FHC
FIXT
FLSHG
FLR
FD
FLUOR
FTG
FNDN
FRM
FRZ
FURN
FUR
FACE BRICK
FACE OF ...
FACTORY FINISH
FASTEN(ER)
FEET, FOOT
FENCE
FIBERGLASS REINF PLASTIC
FINISH(ED)
FIRE TREATED
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER NICHE
FIRE HOSE CABINET
FIXTURE
FLASHING
FLOOR / FLOORING
FLOOR DRAIN
FLUORESCENT
FOOTING
FOUNDATION
FRAME(D), FRAMING
FREEZER
FURNISH / FURNITURE
FURRING
GA
GALV
GC
GL
GLBLK
GLF
GLZ
GCMU
GR
GR BM
GVL
GRND
GWB
GAUGE
GALVANIZED
GENERAL CONTRACTOR
GLASS
GLASS BLOCK
GLASS FIBER
GLAZE
GLAZED CMU
GRADE
GRADE BEAM
GRAVEL
GROUND
GYPSUM WALLBOARD
HC
HDPE
HNDRL
HDW
HD
HVAC
HT
HP
HC
HM
HK
HORIZ
HB
HWHTR
HR
HANDICAPPED
HIGH DENSITY
POLYETHYLENE PIPE
HANDRAIL
HARDWARE
HEAD
HEATING,VENTILATION, AC
HEIGHT
HIGH POINT
HOLLOW CORE
HOLLOW METAL
HOOK(S)
HORIZONTAL
HOSE BIBB
HOT WATER HEATER
HOUR
IN
INCL
ID
INSUL
INT
INCHES
INCLUDE
INSIDE DIAMETER
INSULATE (INSULATION)
INTERIOR
JC
JT
JTF
JANITOR CLOSET
JOINT
JOINT FILLER
LL
LOCN
LVR
LP
LIVE LOAD
LOCATION
LOUVER
LOW POINT
MACH
MAINT
MANUF
MAS
MO
MATL
MAX
MECH
MEMB
MFG
M
MTL
MD
MS
MTR
MIN
MISC
MOD
MT, MTD
MOV
MACHINE
MAINTENANCE
MANUFACTURE(R)
MASONRY
MASONRY OPENING
MATERIAL
MAXIMUM
MECHANICAL
MEMBRANE
MANUFACTURE(R)
MEN, MEN'S
METAL
METAL DECK
METAL SHELF
METER
MINIMUM
MISCELLANEOUS
MODIFIED
MOUNT(ED)
MOVABLE
NAT
NR
NRC
NOM
N
NIC
NIS
NTS
NO
NATURAL
NOISE REDUCTION
NOISE REDUCTION COEFF.
NOMINAL
NORTH
NOT IN CONTRACT
NOT IN SCOPE
NOT TO SCALE
NUMBER
OFC
O.C.
OPG
OPP
OPH
OZ
OD
OA
OVHD
OFFICE
ON CENTER
OPENING
OPPOSITE
OPPOSITE HAND
OUNCE
OUTSIDE DIAMETER
OVERALL
OVERHEAD
PTD
PR
PNL
PAR
PKG
PBD
PTN
PV
PVMT
PERF
PLK
PLAS
PLAM
PL
PLYWD
PNT
PVC
PCF
PLF
PSF
PSI
PIP CONC
PCC
PREFAB
PREFIN
PREFM
PMF
P.T.
PL
PAINT(ED)
PAIR
PANEL
PARALLEL
PARKING
PARTICLE BOARD
PARTITION
PAVE(D)(ING)
PAVEMENT
PERFORATED
PLANK
PLASTER
PLASTIC LAMINATE
PLATE
PLYWOOD
POINT
POLYVINYL CHLORIDE
POUNDS PER CUBIC FOOT
POUNDS PER LINEAR FOOT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POURED-IN-PLACE CONCRETE
PRECAST CONCRETE
PREFABRICATED
PREFINISHED
PREFORMED
PRE MOLDED FILLER
PRESSURE TREATED
PROPERTY LINE
QT QUARRY TILE
RADIUS
RATED
RAINWATER CONDUCTOR
RECESSED
REFERENCE
REQUIRED
REFLECT(ED)(IVE)
RAD, R
RTD
RWC
REC
REF
REQD
RFL
SFGL
SCHED
SCDJT
SLNT
STG
SECT
SERV
SHT
SH GL
SHLV
SIM
SLV
SD
SC
SNDPR
S
SPEC
SQ
SF
ST STL
STD
SP
STL
STOR
SDRN
STR
STRUCT
SURF
SUSP
SW
SYM
SYS
SAFETY GLASS
SCHEDULE
SCORED JOINT
SEALANT
SEATING
SECTION
SERVICE
SHEET
SHEET GLASS
SHELF, SHELVING
SIMILAR
SLEEVE
SMOKE DETECTOR
SOLID CORE
SOUNDPROOF
SOUTH
SPECIFICATION
SQUARE
SQUARE FEET
STAINLESS STEEL
STANDARD
STAND PIPE
STEEL
STORAGE
STORM DRAIN(AGE)
STRAIGHT
STRUCTURE(AL)
SURFACE
SUSPENDED
SWITCH
SYMETRICAL
SYSTEM
TC
TD
TEL
THK
TRSH
TL
TOIL ACC
TOL
TOP
T.O.
TOS
TOW
T
TYP
TOP OF CURB
TRENCH DRAIN
TELEPHONE
THICK(NESS)
THRESHOLD
TILE
TOILET ACCESSORY
TOLERANCE
TOPPING
TOP OF ...
TOP OF SLAB
TOP OF WALL
TREAD
TYPICAL
UD
UNO
UTIL
UNDER DRAIN
UNLESS NOTED OTHERWISE
UTILITY
VAL
VB
VAR
VENT
VIF
VERT
VEST
VIN
VCT
VOL
VALUE
VAPOR BARRIER
VARIES, VARIABLE
VENTILATING
VERIFY IN FIELD
VERTICAL
VESTIBULE
VINYL
VINYL COMPOSITION TILE
VOLUME
WH
WC
WGHT
WWF
WWM
W
WF
WIN
WGL
WM
W/ W/O
WD
WP
WPF
WALL HUNG
WATERCLOSET
WEIGHT
WELDED WIRE FABRIC
WELDED WIRE MESH
WEST
WIDE FLANGE
WINDOW
WIRED GLASS
WIRE MESH
WITH
WITHOUT
WOOD
WORKING POINT
WATER PROOFING
Y YARD
ACM
AC
ACT
AD
AD
AFF
AFG
AHU
ALUM
AMB
ANOD
AP
ARCH
AUTO
ASBESTOS CONTAINING MATERIAL
AIR CONDITIONING
ACOUSTIC CEILING TILE
ACCESS DOOR
AREA DRAIN
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AIR HANDLING UNIT
ALUMINUM
AMBIENT
ANODIZED
ACCESS PANEL
ARCHITECT
AUTOMATIC
BC
BFC
BF, BOF
BFF
BG
BO
BOB
BOD
BOP
BR
BSMT
BYND
BOTTOM OF CURB
BELOW FINISHED CEILING
BOTTOM OF FOOTING
BELOW FINISHED FLOOR
BOTTOM GRILLE
BOTTOM OF
BOTTOM OF BEAM
BOTTOM OF DUCT
BOTTOM OF PIPE
BOTTOM REGISTER
BASEMENT
BEYOND
CD
CG
CIP
CHNL
CJ
CL
CLG
CLR
CMU
CO
COL
CONC
CONT
CP
CPT
CT
CR
CU FT
CU IN
CEILING DIFFUSER
CEILING GRILLE
CAST IN PLACE
CHANNEL
CONTROL JOINT
CENTER LINE
CEILING
CLEAR
CONCRETE MASONRY UNIT
CLEAN OUT
COLUMN
CONCRETE
CONTINUOUS
COLLECTOR PIPE
CARPET
CERAMIC TILE
CEILING REGISTER
CUBIC FEET
CUBIC INCHES
DBL
DEMO
DF
DIA
DIM
DIMS
DMH
DN
DR
DR
DW
DWG
DOUBLE
DEMOLISH / DEMOLITION
DRINKING FOUNTAIN
DIAMETER
DIMENSION
DIMENSIONS
DRAIN MANHOLE
DOWN
DOOR
DRAIN
DISH WASHER
DRAWING
CENTER LINE
DIAMETER
SYMBOLS:
G-000 N.T.S.PLAN VIEW
1 DRAWING
DRAWING TITLE
A-100
A-100
WALL SECTION MARKER
ELEVATION MARKER
A-1001 2
A-100
A-100
INTERIOR ELEV. MARKER
DETAIL MARKER
DETAIL MARKER W/ CALLOUT
ROOM NAME
100 SQ. FT.
ROOM NAME
+8'-0" A.F.F.
DRAWING NUMBER
FLOOR
+10'-0"
+10'-0"
X
SHEET NUMBER
A
G1A
FL-1
ELEVATION MARKER
ELEVATION MARKER (PLAN)
COLUMN LINE
STRUCTURAL GRID DIM.
DIMENSION FROM COLUMN
DIMENSION LINE
REVISION SYMBOL
DEMO KEY NOTE
KEY NOTE
CEILING SYMBOL
ROOM SYMBOL
FINISH SYMBOL
FLOOR / ROOF ASSEMBLY
WALL ASSEMBLY
WINDOW SYMBOL
DOOR SYMBOL
6. FOR OPENINGS IN PARTITIONS OR WALLS:
A. WHEN ONE OCCURS AT A COLUMN OR GRID LINE, NO DIMENSIONS WILL BE SHOWN ON THE
PLANS. THE OPENING WIDTH WILL BE ESTABLISHED BY EITHER CRITERIA OR SCHEDULES.
B. WHEN NEITHER JAMB OCCURS AT A PARTITION INTERSECTION, AT A COLUMN OR AT A GRID
LINE; ONE JAMB WILL BE LOCATED DIMENSIONALLY ON THE PLANS.
C. WHEN ONE JAMB IS LOCATED BY A PARTITION INTERSECTION, THE FOLLOWING DIAGRAM
APPLIES:
X
TYPICAL MOUNTING HEIGHTS:
ALL DRAWINGS ARE INTENDED TO BE COMPLIMENTARY. NOTIFY THE ARCHITECT OF ANY
DIMENSIONING DISCREPANCY PRIOR TO PROCEEDING.
DIMENSIONS ARE AS IDENTIFIED ON THE DOCUMENTS AND AS ESTABLISHED BY THE FOLLOWING CRITERIA. THIS INVOLVES ESTABLISHING TYPICAL RULES GOVERNING PARTITION LOCATIONS AND THEN DIMENSIONING ONLY THE EXCEPTIONS TO THESE RULES. TYPICAL DIMENSIONING CRITERIA
ARE OUTLINED BELOW:
1. COLUMN IDENTIFICATION: DETAILS WILL GOVERN ALL DIMENSIONS AND FEW DIMENSIONS WILL
BE SHOWN ON THE SMALL SCALE PLANS. COLUMN GRIDS ARE REPRESENTED THUS:
DIMENSIONING STANDARDS:
THERMOSTATS RECEPTACLES,
EXT. & INT.
COUNTER HEIGHT
RECEPTACLES
TELEPHONE &
DATA OUTLETS
COUNTER HEIGHT
TELEPHONE &
DATA OUTLETS
FIRE ALARM
PULL STATION
FIRE ALARM
HORNS & STROBES
HOSE VALVE CABINETS;
FIRE EXTINGUISHER CABINETS DRINKING FOUNTAIN STANDPIPE WALL CLOCK AUTOMATIC
DOOR OPENER
CARD ACCESS
READER
ELEVATOR
CALL BUTTON
ELEVATOR
HALL LANTERN
ELECTRICAL
PANEL
RECEPTACLES;
NEXT TO DOOR
EDGE OF
DOOR FRAME
TYP, U.N.O.
2. PARTITIONS CENTERED ON COLUMN OR GRID LINES WILL NOT BE DIMENSIONED ON THE PLANS
BUT WILL BE DRAWN ACCORDINGLY:
3. PARTITIONS WITH THE FINISHED FACE FLUSH WITH THE FINISHED FACE OF THE COLUMN WILL
NOT BE DIMENSIONED ON THE PLANS BUT WILL BE DRAWN ACCORDINGLY:
4. PARTITIONS CENTERED ON WINDOW MULLIONS WILL NOT BE DIMENSIONED ON PLANS BUT
WILL BE DRAWN ACCORDINGLY:
5. PARTITIONS WITH FINISHED FACE LAYING ON THE COLUMN OR GRID LINES WILL NOT BE
DIMENSIONED ON THE PLANS BUT WILL BE DRAWN ACCORDINGLY:
X
X
X
X COLUMN
CENTER LINE
X
X ALIGN
X
PARTITION
X
PARTITION WINDOW
MULLION
COLUMN
CENTER LINE
4" TYP FOR STUD PARTITIONS, 8" TYP FOR MASONRY PARTITIONS;
UNLESS OTHERWISE NOTED ON FLOOR PLANS OR DETAILS
D. WHEN PAIR OF DOORS IS CENTERED ON COLUMN OR GRID LINE, THE FOLLOWING DIAGRAM
APPLIES, UNLESS OTHERWISE NOTED ON FLOOR PLANS OR DETAILS:
7. METAL STUD WALLS ARE DIMENSIONED TO THE OUTSIDE FACE OF GYPSUM BOARD AND WILL
BE DRAWN ACCORDINGLY, UNLESS DETAILED OTHERWISE:
PARTITION
DOOR AS
SCHEDULED 8. MASONRY WALLS ARE DIMENSIONED NOMINALLY AND WILL BE DRAWN ACCORDINGLY, UNLESS
DETAILED OTHERWISE:
METAL STUD
FRAMING
GWB /
SCHEDULED
WALL FINISH
METAL STUD
FRAMING
GWB /
SCHEDULED
WALL FINISH
PARTITION
DOOR AS
SCHEDULED
WALL TYPES:
SITE PREPARATIONS DETAILS:
TYPE
DOOR
NUMBER
DOOR LOCATION
FIRE RATING IN
MIN. / LABEL
WIDTH THKHEIGHT FINISHTYPE MAT'L
HEAD
DETAIL
JAMB
PAINTMAT'L FINISH
DOOR SCHEDULE
PRESSBOX 3'-6"
7'-0"
3'-6"
1-3/4"
S
T
F
L R
STORAGE DUGOUT 3RD BASE LOCAL
401 7'-0"
MTL PTD HM
1-3/4"
PAINT
THRESHOLD
REMARKS
3'-0"
7'-0"PRESSBOX STORAGE 1-3/4" HM PTD
301 MTL
MTL
HM
PTD
PTD
PTD
PTD
WINDOW LOCATION
FIRE RATING IN
MIN. / LABEL
WIDTH THKHEIGHT INT. FINISHTYPE MAT'L
PRESSBOX FRONT 14'-8"
6'-0" -W1 - -
EXT. FINISH
REMARKS
6'-6"
6'-0"PRESSBOX FRONT - -W2 -
S
T
F
L R
9'-4"
2'-8"PRESSBOX INTERIOR CLERESTORY - -W3 - -
WINDOW DESCRIPTION
FRAME
WINDOW
NUMBER
1'-4"
3'-8"PRESSBOX REAR STORAGE - -W4 - - -
6'-0"STORAGE DUGOUT 3RD BASE DOUBLE DOORS501 7'-0" 1-3/4" MTL
HM
PTDPTD
CENTER SLIDER PANEL, SIDES FIXED (GLARE RESISTANT SAFETY GLAZ.)
SLIDER PANEL (GLARE RESISTANT SAFETY GLAZ.)
FIXED PANEL
FIXED PANEL
3-5/8 MTL STUD @ 16" O.C.
BOTTOM TRACK
CONT. 12" MAX ACOUSTIC /
SOUND OR SMOKE SEALANT
BASE AS SCHEDULE
BASE
PLAN
HEAD
COMPOSITE DECK
DEEP LEG DEFLECTION TRACK
8" GWB CONT. TO DECK
8" TYPE 'X' GWB
WINDOW TYPES:
DOOR TYPES:
TYPE C1
G-000 N.T.S.
1 STABILIZED CONSTRUCTION ENTRANCE
G-000 N.T.S.
2 CONSTRUCTION FENCE
G-000 N.T.S.
3 TREE PROTECTION
G-000 N.T.S.
4 EROSION CONTROL
G-000 N.T.S.
5 CATCH BASIN PROTECTION
TYPE G2TYPE G1
W4
INFIELD MIX
INFILLED SYNTHETIC
TURF TYPE 'A'
INFILLED SYNTHETIC
TURF TYPE 'B'
LOAM AND SEED
CONCRETE PAVING
BRICK PAVERS
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
MOUNTABLE BERM
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text 3'
AutoCAD SHX Text 5:1
AutoCAD SHX Text %%u CROSS SECTION
AutoCAD SHX Text %%u PLAN VIEW
AutoCAD SHX Text
(MIN.)
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
(MIN.)
AutoCAD SHX Text
SITE
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
2 - 3" CRUSHED STONE
AutoCAD SHX Text THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED.
AutoCAD SHX Text 1.
AutoCAD SHX Text
SITE
AutoCAD SHX Text EXISTING TREE; WRAP WITH TWO LAYERS OF BURLAP AND WITH TWO LAYERS OF STANDARD SNOW FENCE, WIRE TO FASTEN SECURELY.
AutoCAD SHX Text
TREE PROTECTION FENCE. USE STANDARD SNOW FENCE, 4' HT.
AutoCAD SHX Text METAL POST TO SUPPORT FENCE, (6 REQUIRED), DRIVEN INTO THE GROUND 2'-0" MINIMUM, EQUAL SPACING AROUND TREE.
AutoCAD SHX Text
TERMINAL POST AT CORNERS, GATES, AND END POSTS
AutoCAD SHX Text
BEVELED EDGE TENSION BANDS WHEREVER FABRIC ENDS
AutoCAD SHX Text
DIAMOND FABRIC, KNUCKLED SELVAGE, TOP AND BOTTOM
AutoCAD SHX Text
TOP RAIL
AutoCAD SHX Text
TENSION WIRE AT BOTTOM
AutoCAD SHX Text
11 GAUGE FABRIC TIES 12" O.C. AT TOP RAIL
AutoCAD SHX Text
LOOP CAP
AutoCAD SHX Text
1.90" O.D. LINE POST
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text FENCE FOOTING - CINDER BLOCK OR RUBBER WEIGHTED ANCHOR AS REQUIRED TO STABILIZE FENCE.
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
TOP RAIL SLEEVE
AutoCAD SHX Text
CONNECTOR BAND
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
12" STRAW WATTLE
AutoCAD SHX Text
EMBED WATTLE 2" INTO GRADE STOCKPILE REMOVED SOIL
AutoCAD SHX Text
DIRECTION OF RUNOFFRUNOFF
AutoCAD SHX Text
WOODEN STAKE
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
WOOD OR METAL STAKES
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
WOODEN STAKE
AutoCAD SHX Text
12" STRAW WATTLE
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text NOTES: 1. SILT FENCE TO BE TOED 4" INTO GROUND. KEEP TAUT BETWEEN STAKES 2. 12" STRAW WATTLES TO BE PLACED AND STAKED ON THE DISTURBED AREA SIDE OF THE SILT FENCE.
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
HAYBALES
AutoCAD SHX Text
STAKE (TYP.)
AutoCAD SHX Text
STAKE (TYP.)
AutoCAD SHX Text
HAYBALE (TYP.)
AutoCAD SHX Text
INSTALL FILTER FABRIC SILT SACK
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION
C1
3"
3"
PRESS BOX
STORAGE
1ST BASE
DUGOUT
STORAGE 1
BLEACHERS
TERRACE 2
TERRACE 1
3RD BASE
DUGOUT
DOOR #1
42"
0.20"
(33'-10")
DOOR #2
36"
0.20"
DOOR #3
32"
0.20"
(32'-7")
(85'-8")
(72'-11")
(17'-9")
(17'-5")
DOOR #4
72"
0.20"
TAG DESCRIPTION
1-HOUR FIRE-RATED WALL / TENANT SEPARATION
2-HOUR FIRE-RATED WALL / TENANT SEPARATION
ACCESSIBLE ROUTE
EXIT PATH
EXIT ACCESS TRAVEL DISTANCE
MAX TRAVEL DISTANCE
COMMON PATH OF EGRESS TRAVEL
AREA POPULATION
MAX TRIBUTARY EXIT LOAD
SUBTOTAL - COMBINED TRIBUTARY LOADS
DOOR # OR STAIR #
DOOR OR STAIR WIDTH
UNIT WIDTH / PERSON
TOTAL CAPACITY
ACTUAL LOAD
JURISDICTION:
NYS DIVISION OF CODE ENFORCEMENT & ADMINISTRATION
* FOLLOWS NYS UNIFORM CODE, INCLUDING THE DOCUMENTS LISTED BELOW
ADDRESS:
DEPARTMENT OF STATE
ONE COMMERCE PLAZA
99 WASHINGTON AVE, SUITE 1160
ALBANY, NY 12231-0001
BUILDING SUB-CODE: INTERNATIONAL BUILDING CODE -2015
ACCESSIBILITY SUB-CODE: ANSI A117.1 -2009
ENERGY SUB-CODE: ASHRAE 90.1 -2013
MECHANICAL SUB-CODE: INTERNATIONAL MECHANICAL CODE -2015
ELECTRICAL SUB-CODE: NATIONAL ELECTRICAL CODE (NFPA 70) -2014
PLUMBING SUB-CODE: NATIONAL STANDARD PLUMBING CODE -2015
FUEL GAS SUB-CODE: INTERNATIONAL FUEL GAS CODE -2015
ELEVATOR SUB-CODE: AMERICAN SOCIETY OF MECHANICAL ENGINEERS
EXIT ACCESS
TRAVEL DISTANCE
IBC
1017.2 IBC TABLE GROUP A-5
OCCUPANT LOAD
CALCULATIONS
IBC
Table
1004.1.2
IBC TABLE GROUP A-5
MEANS OF EGRESS
MINIMUM WIDTH
IBC
1005.3 IBC TABLE GROUP A-5
MEANS OF EGRESS
DOOR SIZE
IBC
1010.1.1 IBC TABLE GROUP A-5
STAIRWAY
WIDTH
IBC
1011.2 NOT APPLICABLE
CORRIDOR
WIDTH
IBC
1020.2 NOT APPLICABLE
STAIR RISER HEIGHT
& TREAD DEPTH
IBC
1011.5.2 IBC TABLE GROUP A-5
SOUND TRANSMISSION
(STC - RATING)
IBC
1207.2 NOT APPLICABLE
IMPACT INSULATION
(IIC - RATING)
IBC
1207.3 NOT APPLICABLE
FIRE PROTECTION
SYSTEM
IBC
903.2.8 IBC TABLE 903.2.1.5
FIRE RESISTANCE
(BASED ON TYPE)
IBC
Table 601 TYPE VB
FIRE RESISTANCE
(DUE TO ADJACENCY)
IBC
Table 602 NOT APPLICABLE
SEPARATION
WALLS / PARTITIONS
IBC
708.1 TYPE VB
HORIZONTAL
SEPARATION
IBC
711.2 TYPE VB
SHAFT
ENCLOSURES
IBC
713.4 NOT APPLICABLE
STAIRWAY
ENCLOSURES
IBC
1023.2 NOT APPLICABLE
TOPIC REF. REQUIRED PROVIDED
USE / OCCUPANCY
CLASSIFICATION
IBC
303.6 GROUP A5
TYPE OF
CONSTRUCTION
IBC
Table 601 TYPE V B
BUILDING HEIGHT
(FEET ABOVE GRADE)
IBC
Table 504.3 UL/UNLIMITED
BUILDING HEIGHT
(NUMBER OF STORIES)
IBC
Table 504.4 UL/UNLIMITED
BUILDING AREA
(SQUARE FEET)
IBC
Table 506.2
G-001
12'6'4'2'0
SCALE : 1/8" = 1'-0"PLAN VIEW
1 LOWER FIELD LIFE SAFETY PLAN
CODE ANALYSIS:
CODE SUMMARY:
LIFE SAFETY LEGEND:
DOOR #
36"
0.20"
(300'-0")
(300'-0")
(100'-0")
Pl an
N o.:
Pl an
N am e:
Cr ea ted
Sc ale :D wg In fo:
Re vis ion
Iss ue
Pr oje ct:
DRAWN BY: CHECK BY:
St ru ctu ra l E ng
Ci vil /S ite E ng
ME
P
En g.:
Ar ch ite ct:
D
C
A
B
ARCH E1
( 30" x 42" )
LOWER
ROOSEVELT
FIELD
2 1345
D
C
A
B
DCML 17-003
United States Merchant Marine Academy 300 Steamboat Road Kings Point, NY 11024
U.S. Department of Transportation Maritime Administration 1200 New Jersey Avenue S.E.
Washington, DC 20590
PROJECT INFO:
CLIENT INFO:
BID DOCUMENTS
03-8-2018
EDUARDO GUZMAN, R.A.
ROBERT BENSON, P.E.
NY License #: 032575-1
NY License #: 085477-1
339 North Front Street, Camden, NJ 08102
Telephone: (856) 479-9101 Facsimile: (856) 757-0082 info@dcm-ae.com www.DCM-AE.com
DCM Architecture & Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications, and drawings are the property of DCM Architecture & Engineering and are to be used only as issued for this project. They shall not be used on any other project in full, or in part, without first obtaining the expressed written approval and consent of DCM Architecture & Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings; Contractor shall verify all dimensions prior to construction and shall bring any discrepancies to the attention of the Architect.
Contractor shall make no substitutions or structural changes or without written approval of the Architect.
Stantec Planning and Landscape Architecture P.C.
226 Causeway Street Boston, MA 02114
Atlantic Consulting & Engineering LLC.
525 John Street Bridgeport, CT 06604
G-001
LIFE SAFETY PLAN &
CODE ANALYSIS
CH DM
NN
IBC 903.2.1.5 GROUP
A-5
AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED FOR GROUP A-5
OCCUPANCIES IN THE FOLLOWING AREAS: CONCESSION STANDS, RETAIL AREAS,
PRESS BOXES AND OTHER ACCESSORY USE AREAS IN EXCESS OF 1,000 SQUARE
FEET(93 M2)
TC 38.39
BC 38.10
X
TC 38.71
BC 38.32
X
TC 38.34
BC 37.94
X
BC 37.07
X
BC 36.48
X
BC 35.97
X
X
X
X
38.73
X
38.84
X
38.61
X
37.86
X
37.28
X
36.52
X
36.40
X
36.13
X
35.85
X
35.63
X
35.27
T C
B
X
X
X
X
X
I N
L E
T
X
X
X
X
X
X
X
X
G
R
A
E
X
TC 51.99
BC 51.59
X
TC 52.79
BC 52.42
X
X
X
G
R
A
X
X
X
X
X
X
X
X
X
.2
X
.2
X
X
X
46.0
46.0
X
X
46.0
X
X
X
X
46.2
X
45.9
X
46.7
X
X
X
X
X
45.6
X
44.9
X
X
X
45.77X
45.67
45.90
45.80
X
X
47.3
46.3
46.5
46.4
46.4
X
X
X
X
X
46.43
X
X
X
X
X
45.06
45.5X
X
X
TW 46.78
BW 45.44
TW 50.07
BW 45.29
TW 47.36
BW 45.32
X
46.36
X
46.06
DRAIN
44.61
DRAIN
51.32
X
TW 49.41
BW 46.8
TW 52.58
BW 46.8
TW 52.58
BW 46.6
X
46.1
X
52.4
X
X
X
X
X
X
X
DRAIN
44.34
DRAIN
RIM 44.08
DRAIN
RIM 44.09
DRAIN
RIM 43.95DRAIN
RIM 44.07
DRAIN
RIM 44.09
DRAIN
RIM 44.66
DRAIN
43.88
DRAIN
44.30
DRAIN
43.77
44.7
X
44.6
X
44.7
X
44.7
X
44.7
X
44.7
X
44.5
X
44.5
X
44.3
X
44.1
X
44.3
X
44.5
X
44.5
X
44.4
X
44.4
X
44.5
X
44.2
X
44.1
X
44.0
X
44.3
X
44.0
X
44.9
X
44.9
X
44.7
X
44.8
X
45.2
X
45.1
X
45.1
X
44.6
X
44.6
X
44.6
X
44.8
X
45.0
X
44.7
X
45.0
X
45.0
X
45.0
X
45.1
X
44.8
X
44.5
X
44.7
X
45.1
X
45.0
X
46.7
X
46.6
X
46.7
X
46.5
X
46.6
X
46.7
X
46.3
X
45.3
X
46.2
X
45.9
X
46.0
X
46.0
X
45.6
X
45.6
X
45.4
X
45.5
X
46.4
X
46.5
X
45.1
X
45.1
X
44.8
X
44.7
X
44.7
X
45.0
X
44.8
X
45.2
X
45.1
X
45.0
X
44.8
X
44.7
X
44.6
X 44.7
X
45.1
X
45.0
X
45.1
X
45.0
X
X
44.5
X
44.4
X
44.5
X
43.6
X
43.7
X
43.7
45.4
X
45.8
X
46.1
X
46.1
X
46.1
X
45.8
X
45.5
X
45.3
X
45.3
X
45.1
X
45.7
X
45.4
X
45.9
X
45.9
X
46.1
X
46.0
X
X
45.1
X
45.3
X
45.5
45.3
X
45.5
X
45.3
X
45.4
X
45.7
X
45.6
X
45.7
X
45.5
X
45.3
X
45.5
X
45.9
X
45.9
X
45.8
X
45.9
X
46.1
X
46.3
X
46.1
X
46.1
X
46.0
X
46.1
X
46.7
X
46.7
X
46.5
X
46.7
X
46.5
X
46.5
X
46.4
X
46.6
X
46.3
X
46.5
X
46.3
X
46.5
X
46.6
X
46.3
X
46.4
X
46.5
X
46.3
X
46.6
X
46.5
X
46.6
X
46.5
X
46.2
X
46.4
X
46.4
X
46.4
X
46.1
X
46.3
X
46.1
X
45.4
X
45.9
X
46.1
X
46.0
X46.1
X
46.0
X
46.3
X
46.3
X
46.3
X
46.4
X
46.0
X
46.2
X
46.1
X
45.6
X
45.8
X
45.8
X
45.4
X
45.4
X
45.4
X
45.5
X
45.7
X
45.7
X
45.3
X
45.6
X
45.3
X
45.6
X
46.0
X
45.6
X
45.3
X
45.2
X
45.4
X
45.2
X
45.3
X
45.1
X
44.9
X
45.2
X
45.2
X
45.1
X
45.2
X
45.0
X
45.1
X
44.9
X
45.0
X
45.2
X
45.0
X
45.0
X
44.9
X
44.7
X
44.5
X
50.5
X
44.9
X
50.7
X
46.5
X
50.0
X
46.2
X
45.5
X
51.7
X
51.3
X
51.5
X
51.6
X
51.7
X
45.6
X
46.4
X
47.3
X
50.8
X
51.0
X
51.3
X
47.4
X
45.5
X
45.9
X
45.5
X
45.4
X
45.9
X
46.0
X
46.3
X
46.5
X
46.6
X
46.5
X
46.9
X
46.4
X
46.2
X
45.8
X
45.6
X
45.2
X
45.5
X
45.6
X
46.1
X
46.3
X
46.5
X
46.6
X
46.7
X
46.5
X
46.3
X
45.9
X
45.6
X
45.3
X
45.4
X
45.4
X
45.3
X
45.5
X
45.4
X
45.6
X
45.6
X
46.0
X
45.8
X
46.3
X
46.2
X
46.5
X
46.6
X
46.7
X
46.5
X
46.1
X
45.6
X
45.6
X
45.8
X
46.0
X
46.3
X
46.3
X
46.7
X
46.6
X
46.8
X
46.7
X
46.3
X
46.4
X
46.2
X
46.3
X
46.4
X
46.2
X
45.8
X
45.5
X
45.6
X
45.8
X
45.8
X
45.1
X
45.9
X
45.6
X
45.1
X
46.3
X
46.1
X
45.9
X
46.8
X
46.8
X
51.4
X
51.0
X
X
43.7
X
43.9
X
43.9
X
44.0
X
49.9
X
45.9
X
45.5
X
45.1
X
44.6
X
44.0
45.1
X
45.3
X
45.6
X
46.0
X
46.6
X
46.5
X
46.3
X
46.5
X
44.6
X
40.1
X
45.0
X
41.2
X
41.0
X
45.0
X
41.7
X
40.3
X 40.0
X
39.6
X
39.2
X
40.5
X
37.0
X
40.5
X
36.0
X
42.3
X
37.1
X
38.5
X
37.4
X
40.5
X
41.5
X
42.9
X
44.1
X
46.1
X
47.4
X
47.9
X
49.3
X
52.0
X
51.7
X
52.2
X
52.1
X
49.4
X
52.0
X
52.3
X
52.5
X
51.6
X
50.2
X
52.6
X
45.8
X
45.3
X
46.0
X
45.5
X
46.2
X
46.0
X
46.3
X
X
X
X
46.2
45.6
46.2
45.9
46.2
45.9
X
X
X
X
X
0 40
GATE
METAL FENCE
CONC. CURB
ASPH. WALK
METAL FENCE
ASPH. WALK
FLAGPOLE
GATE
GATE
GATE
BOLLARDS (TYP.)
MAST LIGHT POLE
ON CONC. FTG.
MAST LIGHT POLE
ON CONC. FTG.
FLAGPOLE
CONC.
B
E
L
B
L
K
C
U
R
B
M
E
T
A
L
F
N
C
E
B
E
L
B
L
K
C
U
R
B
M
E
T
N
C
E
M E
T A
L
F
E N
C E
C O
N C
C
U R
B
DROP CURB
CONC. APRON
ASPH. PAVT.
BOLLARDS (TYP.)
G A
T
N
I
G
O
N
U
R
S
P
H
R
K
CONC. CURB
CONCRETE BLOCK
BUILDING
AREAWAY
A/C UNIT
GAS MNFLD.
CONC. PLAT
C O
N C
R A
M P
CONC. WALK
CONC. RET. WALL
WITH RAILING
CONC. WALK
AND STEPS
CONC. W
ALK
CHAIN LINK BACKSTOP
C H
A
N
K
B
A C
K S
T O
P
G R
A V
E L
G
R
A
V
E
L
GRAVEL
C
O
N
C
STEPS
CONC. BLK.
RET. WALL
CHAIN LINK FENCE
CHAIN LINK FENCE
D I R T I N F I E L D
D I R T I N F I E L D
D I R T
D
D I R T
D I R T
BOUNDARY LINE
B
O
U
N
D
A
Y
N
E
B
O
U
N
D
A
N
E
V
M
BOLLARDS (TYP.)
BLEACHERS ON
CONC. SLAB
C O
N C
B
L O
C K
D U
G O
U T
CONC. B
LOCK
DUGOUT
INV 39.00
INV 39.95
INV 39.44
INV 38.50
INV 36.98
INV 36.56
Pl an
N o.:
Pl an
N am e:
Cr ea ted
Sc ale :D wg In fo:
Re vis ion
Iss ue
Pr oje ct:
DRAWN BY:
JW / CL
CHECK BY:
JA / FH
St ru ctu ra l E ng
Ci vil /S ite E ng
ME
P
En g.:
Ar ch ite ct:
D
C
A
B
ARCH E1
( 30" x 42" )
LOWER
ROOSEVELT
FIELD
2 1345
D
C
A
B
DCML 17-003
United States Merchant Marine Academy 300 Steamboat Road Kings Point, NY 11024
U.S. Department of Transportation Maritime Administration 1200 New Jersey Avenue S.E.
Washington, DC 20590
PROJECT INFO:
CLIENT INFO:
BID DOCUMENTS
03-8-2018
EDUARDO GUZMAN, R.A.
ROBERT BENSON, P.E.
NY License #: 032575-1
NY License #: 085477-1
339 North Front Street, Camden, NJ 08102
Telephone: (856) 479-9101 Facsimile: (856) 757-0082 info@dcm-ae.com www.DCM-AE.com
DCM Architecture & Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications, and drawings are the property of DCM Architecture & Engineering and are to be used only as issued for this project. They shall not be used on any other project in full, or in part, without first obtaining the expressed written approval and consent of DCM Architecture & Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings; Contractor shall verify all dimensions prior to construction and shall bring any discrepancies to the attention of the Architect.
Contractor shall make no substitutions or structural changes or without written approval of the Architect.
Stantec Planning and Landscape Architecture P.C.
226 Causeway Street Boston, MA 02114
Atlantic Consulting & Engineering LLC.
525 John Street Bridgeport, CT 06604
TC
BC
CB
EXISTING CONDITIONS
PLAN
AD-100
X
X
X
X
X
I N
L E
T
X
X
X
X
X
X
X
X
X
X
X
G
R
A
X
TC 51.99
BC 51.59
X
TC 52.79
BC 52.42
X
X
G
R
A
X
X
X
X
X
X
X
X
X
.2
X
.2
X
X
X
46.0
46.0
X
X
46.0
X
X
X
X
46.2
X
45.9
X
46.7
X
X
X
X
X
45.6
X
44.9
X
X
X
45.77X
45.67
45.90
45.80
X
X
47.3
46.3
46.5
46.4
46.4
X
X
X
X
X
46.43
X
X
X
X
X
45.06
45.5X
X
X
TW 46.78
BW 45.44
TW 50.07
BW 45.29
TW 47.36
BW 45.32
X
46.36
X
46.06
DRAIN
44.61
DRAIN
51.32
X
TW 49.41
BW 46.8
TW 52.58
BW 46.8
TW 52.58
BW 46.6
X
46.1
X
52.4
X
X
X
X
X
X
X
DRAIN
44.34
DRAIN
RIM 44.08
DRAIN
RIM 44.09
DRAIN
RIM 43.95DRAIN
RIM 44.07
DRAIN
RIM 44.09
DRAIN
RIM 44.66
DRAIN
43.88
DRAIN
44.30
DRAIN
43.77
44.7
X
44.6
X
44.7
X
44.7
X
44.7
X
44.7
X
44.5
X
44.5
X
44.3
X
44.1
X
44.3
X
44.5
X
44.5
X
44.4
X
44.4
X
44.5
X
44.2
X
44.1
X
44.0
X
44.3
X
44.0
X
44.9
X
44.9
X
44.7
X
44.8
X
45.2
X
45.1
X
45.1
X
44.6
X
44.6
X
44.6
X
44.8
X
45.0
X
44.7
X
45.0
X
45.0
X
45.0
X
45.1
X
44.8
X
44.5
X
44.7
X
45.1
X
45.0
X
46.7
X
46.6
X
46.7
X
46.5
X
46.6
X
46.7
X
46.3
X
45.3
X
46.2
X
45.9
X
46.0
X
46.0
X
45.6
X
45.6
X
45.4
X
45.5
X
46.4
X
46.5
X
45.1
X
45.1
X
44.8
X
44.7
X
44.7
X
45.0
X
44.8
X
45.2
X
45.1
X
45.0
X
44.8
X
44.7
X
44.6
X 44.7
X
45.1
X
45.0
X
45.1
X
45.0
X
X
44.5
X
44.4
X
44.5
X
43.6
X
43.7
X
43.7
45.4
X
45.8
X
46.1
X
46.1
X
46.1
X
45.8
X
45.5
X
45.3
X
45.3
X
45.1
X
45.7
X
45.4
X
45.9
X
45.9
X
46.1
X
46.0
X
X
45.1
X
45.3
X
45.5
45.3
X
45.5
X
45.3
X
45.4
X
45.7
X
45.6
X
45.7
X
45.5
X
45.3
X
45.5
X
45.9
X
45.9
X
45.8
X
45.9
X
46.1
X
46.3
X
46.1
X
46.1
X
46.0
X
46.1
X
46.7
X
46.7
X
46.5
X
46.7
X
46.5
X
46.5
X
46.4
X
46.6
X
46.3
X
46.5
X
46.3
X
46.5
X
46.6
X
46.3
X
46.4
X
46.5
X
46.3
X
46.6
X
46.5
X
46.6
X
46.5
X
46.2
X
46.4
X
46.4
X
46.4
X
46.1
X
46.3
X
46.1
X
45.4
X
45.9
X
46.1
X
46.0
X46.1
X
46.0
X
46.3
X
46.3
X
46.3
X
46.4
X
46.0
X
46.2
X
46.1
X
45.6
X
45.8
X
45.8
X
45.4
X
45.4
X
45.4
X
45.5
X
45.7
X
45.7
X
45.3
X
45.6
X
45.3
X
45.6
X
46.0
X
45.6
X
45.3
X
45.2
X
45.4
X
45.2
X
45.3
X
45.1
X
44.9
X
45.2
X
45.2
X
45.1
X
45.2
X
45.0
X
45.1
X
44.9
X
45.0
X
45.2
X
45.0
X
45.0
X
44.9
X
44.7
X
44.5
X
50.5
X
44.9
X
50.7
X
46.5
X
50.0
X
46.2
X
45.5
X
51.7
X
51.3
X
51.5
X
51.6
X
51.7
X
45.6
X
46.4
X
47.3
X
50.8
X
51.0
X
51.3
X
47.4
X
45.5
X
45.9
X
45.5
X
45.4
X
45.9
X
46.0
X
46.3
X
46.5
X
46.6
X
46.5
X
46.9
X
46.4
X
46.2
X
45.8
X
45.6
X
45.2
X
45.5
X
45.6
X
46.1
X
46.3
X
46.5
X
46.6
X
46.7
X
46.5
X
46.3
X
45.9
X
45.6
X
45.3
X
45.4
X
45.4
X
45.3
X
45.5
X
45.4
X
45.6
X
45.6
X
46.0
X
45.8
X
46.3
X
46.2
X
46.5
X
46.6
X
46.7
X
46.5
X
46.1
X
45.6
X
45.6
X
45.8
X
46.0
X
46.3
X
46.3
X
46.7
X
46.6
X
46.8
X
46.7
X
46.3
X
46.4
X
46.2
X
46.3
X
46.4
X
46.2
X
45.8
X
45.5
X
45.6
X
45.8
X
45.8
X
45.1
X
45.9
X
45.6
X
45.1
X
46.3
X
46.1
X
45.9
X
46.8
X
46.8
X
51.4
X
51.0
X
X
43.7
X
43.9
X
43.9
X
44.0
X
49.9
X
45.9
X
45.5
X
45.1
X
44.6
X
44.0
45.1
X
45.3
X
45.6
X
46.0
X
46.6
X
46.5
X
46.3
X
46.5
X
44.6
X
40.1
X
45.0
X
40.5
42.3
37.1
X
38.5
X
37.4
X
40.5
X
41.5
X
42.9
X
44.1
X
46.1
X
47.4
X
47.9
X
49.3
X
52.0
X
51.7
X
52.2
X
52.1
X
49.4
X
52.0
X
52.3
X
52.5
X
51.6
X
50.2
X
52.6 X
45.8
X
45.3
X
46.0
X
45.5
X
46.2
X
46.0
X
46.3
X
X
X
X
46.2
45.6
46.2
45.9
46.2
45.9
X
X
X
X
X
GATE
METAL FENCE
METAL FENCE
GATE
GATE
GATE
BOLLARDS (TYP.)
MAST LIGHT POLE
ON CONC. FTG.
MAST LIGHT POLE
ON CONC. FTG.
FLAGPOLE
CONC.
B
E
L
B
L
K
C
U
R
B
M
E
T
N
C
E
B
E
L
B
L
K
C
U
R
B
M
E
T
N
C
E
M E
T A
L
F
E N
C E
C O
N C
C
U R
B
DROP CURB
CONC. APRON
ASPH. PAVT.
BOLLARDS (TYP.)
G A
T
O
N
R
CONCRETE BLOCK
BUILDING
AREAWAY
A/C UNIT
GAS MNFLD.
CONC. PLAT
C O
N C
R A
M P
CONC. WALK
CONC. RET. WALL
WITH RAILING
CONC. WALK
AND STEPS
CONC. W
ALK
CHAIN LINK BACKSTOP
C H
A
N
K
B
A C
K S
T O
P
G R
A V
E L
G
R
A
V
E
L
GRAVEL
C
O
N
C
STEPS
CONC. BLK.
RET. WALL
CHAIN LINK FENCE
CHAIN LINK FENCE
D I R T I N F I E L D
D I R T I N F I E L D
D I R T
D
D I R T
B
O
U
N
D
A
N
E
B
O
U
N
D
A
N
E
BLEACHERS ON
CONC. SLAB
C O
N C
B
L O
C K
D U
G O
U T
CONC. B
LOCK
DUGOUT
INV 39.00
INV 39.95
INV 39.44
INV 38.50
INV 36.98
INV 36.56
Pl an
N o.:
Pl an
N am e:
Cr ea ted
Sc ale :D wg In fo:
Re vis ion
Iss ue
Pr oje ct:
DRAWN BY:
JW / CL
CHECK BY:
JA / FH
St ru ctu ra l E ng
Ci vil /S ite E ng
ME
P
En g.:
Ar ch ite ct:
D
C
A
B
ARCH E1
( 30" x 42" )
LOWER
ROOSEVELT
FIELD
2 1345
D
C
A
B
DCML 17-003
United States Merchant Marine Academy 300 Steamboat Road Kings Point, NY 11024
U.S. Department of Transportation Maritime Administration 1200 New Jersey Avenue S.E.
Washington, DC 20590
PROJECT INFO:
CLIENT INFO:
BID DOCUMENTS
03-8-2018
EDUARDO GUZMAN, R.A.
ROBERT BENSON, P.E.
NY License #: 032575-1
NY License #: 085477-1
339 North Front Street, Camden, NJ 08102
Telephone: (856) 479-9101 Facsimile: (856) 757-0082 info@dcm-ae.com www.DCM-AE.com
DCM Architecture & Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications, and drawings are the property of DCM Architecture & Engineering and are to be used only as issued for this project. They shall not be used on any other project in full, or in part, without first obtaining the expressed written approval and consent of DCM Architecture & Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings; Contractor shall verify all dimensions prior to construction and shall bring any discrepancies to the attention of the Architect.
Contractor shall make no substitutions or structural changes or without written approval of the Architect.
Stantec Planning and Landscape Architecture P.C.
226 Causeway Street Boston, MA 02114
Atlantic Consulting & Engineering LLC.
525 John Street Bridgeport, CT 06604
SITE PREPARATION
AND DEMOLITION PLAN
AD-101
X
X
X
X
X
I N
L E
T
X
X
X
X
X
X
X
X
X
X
G
R
A
X
TC 51.99
BC 51.59
X
TC 52.79
BC 52.42
X
X
G
R
A
X
X
X
X
X
X
X
X
X
.2
X
.2
X
X
X
46.0
46.0
X
X
46.0
X
X
X
X
46.2
X
45.9
X
46.7
X
X
X
X
X
45.6
X
44.9
X
X
X
45.77X
45.67
45.90
45.80
X
X
47.3
46.3
46.5
46.4
46.4
X
X
X
X
X
46.43
X
X
X
X
X
45.06
45.5X
X
X
TW 46.78
BW 45.44
TW 50.07
BW 45.29
TW 47.36
BW 45.32
X
46.36
X
46.06
DRAIN
44.61
DRAIN
51.32
X
TW 49.41
BW 46.8
TW 52.58
BW 46.8
TW 52.58
BW 46.6
X
46.1
X
52.4
X
X
X
X
X
X
X
DRAIN
44.34
DRAIN
RIM 44.08
DRAIN
RIM 44.09
DRAIN
RIM 43.95DRAIN
RIM 44.07
DRAIN
RIM 44.09
DRAIN
RIM 44.66
DRAIN
43.88
DRAIN
44.30
DRAIN
43.77
44.7
X
44.6
X
44.7
X
44.7
X
44.7
X
44.7
X
44.5
X
44.5
X
44.3
X
44.1
X
44.3
X
44.5
X
44.5
X
44.4
X
44.4
X
44.5
X
44.2
X
44.1
X
44.0
X
44.3
X
44.0
X
44.9
X
44.9
X
44.7
X
44.8
X
45.2
X
45.1
X
45.1
X
44.6
X
44.6
X
44.6
X
44.8
X
45.0
X
44.7
X
45.0
X
45.0
X
45.0
X
45.1
X
44.8
X
44.5
X
44.7
X
45.1
X
45.0
X
46.7
X
46.6
X
46.7
X
46.5
X
46.6
X
46.7
X
46.3
X
45.3
X
46.2
X
45.9
X
46.0
X
46.0
X
45.6
X
45.6
X
45.4
X
45.5
X
46.4
X
46.5
X
45.1
X
45.1
X
44.8
X
44.7
X
44.7
X
45.0
X
44.8
X
45.2
X
45.1
X
45.0
X
44.8
X
44.7
X
44.6
X 44.7
X
45.1
X
45.0
X
45.1
X
45.0
X
X
44.5
X
44.4
X
44.5
X
43.6
X
43.7
X
43.7
45.4
X
45.8
X
46.1
X
46.1
X
46.1
X
45.8
X
45.5
X
45.3
X
45.3
X
45.1
X
45.7
X
45.4
X
45.9
X
45.9
X
46.1
X
46.0
X
X
45.1
X
45.3
X
45.5
45.3
X
45.5
X
45.3
X
45.4
X
45.7
X
45.6
X
45.7
X
45.5
X
45.3
X
45.5
X
45.9
X
45.9
X
45.8
X
45.9
X
46.1
X
46.3
X
46.1
X
46.1
X
46.0
X
46.1
X
46.7
X
46.7
X
46.5
X
46.7
X
46.5
X
46.5
X
46.4
X
46.6
X
46.3
X
46.5
X
46.3
X
46.5
X
46.6
X
46.3
X
46.4
X
46.5
X
46.3
X
46.6
X
46.5
X
46.6
X
46.5
X
46.2
X
46.4
X
46.4
X
46.4
X
46.1
X
46.3
X
46.1
X
45.4
X
45.9
X
46.1
X
46.0
X46.1
X
46.0
X
46.3
X
46.3
X
46.3
X
46.4
X
46.0
X
46.2
X
46.1
X
45.6
X
45.8
X
45.8
X
45.4
X
45.4
X
45.4
X
45.5
X
45.7
X
45.7
X
45.3
X
45.6
X
45.3
X
45.6
X
46.0
X
45.6
X
45.3
X
45.2
X
45.4
X
45.2
X
45.3
X
45.1
X
44.9
X
45.2
X
45.2
X
45.1
X
45.2
X
45.0
X
45.1
X
44.9
X
45.0
X
45.2
X
45.0
X
45.0
X
44.9
X
44.7
X
44.5
X
50.5
X
44.9
X
50.7
X
46.5
X
50.0
X
46.2
X
45.5
X
51.7
X
51.3
X
51.5
X
51.6
X
51.7
X
45.6
X
46.4
X
47.3
X
50.8
X
51.0
X
51.3
X
47.4
X
45.5
X
45.9
X
45.5
X
45.4
X
45.9
X
46.0
X
46.3
X
46.5
X
46.6
X
46.5
X
46.9
X
46.4
X
46.2
X
45.8
X
45.6
X
45.2
X
45.5
X
45.6
X
46.1
X
46.3
X
46.5
X
46.6
X
46.7
X
46.5
X
46.3
X
45.9
X
45.6
X
45.3
X
45.4
X
45.4
X
45.3
X
45.5
X
45.4
X
45.6
X
45.6
X
46.0
X
45.8
X
46.3
X
46.2
X
46.5
X
46.6
X
46.7
X
46.5
X
46.1
X
45.6
X
45.6
X
45.8
X
46.0
X
46.3
X
46.3
X
46.7
X
46.6
X
46.8
X
46.7
X
46.3
X
46.4
X
46.2
X
46.3
X
46.4
X
46.2
X
45.8
X
45.5
X
45.6
X
45.8
X
45.8
X
45.1
X
45.9
X
45.6
X
45.1
X
46.3
X
46.1
X
45.9
X
46.8
X
46.8
X
51.4
X
51.0
X
X
43.7
X
43.9
X
43.9
X
44.0
X
49.9
X
45.9
X
45.5
X
45.1
X
44.6
X
44.0
45.1
X
45.3
X
45.6
X
46.0
X
46.6
X
46.5
X
46.3
X
46.5
X
44.6
X
40.1
X
45.0
X
41.2
X
41.0
X
45.0
X
41.7
X
40.3
X 40.0 39.6
40.5
X
40.5
X
36.0
X
42.3
X
37.1
X
38.5
X
37.4
X
40.5
X
41.5
X
42.9
X
44.1
X
46.1
X
47.4
X
47.9
X
49.3
X
52.0
X
51.7
X
52.2
X
52.1
X
49.4
X
52.0
X
52.3
X
52.5
X
51.6
X
50.2
X
52.6
X
45.8
X
45.3
X
46.0
X
45.5
X
46.2
X
46.0
X
46.3
X
X
X
X
46.2
45.6
46.2
45.9
46.2
45.9
X
X
X
X
X
GATE
METAL FENCE
METAL FENCE
FLAGPOLE
GATE
GATE
GATE
BOLLARDS (TYP.)
MAST LIGHT POLE
ON CONC. FTG.
MAST LIGHT POLE
ON CONC. FTG.
FLAGPOLE
CONC.
B
E
L
B
L
K
C
U
R
B
M
E
T
N
C
E
B
E
L
B
L
K
C
U
R
B
M
E
T
N
C
E
M E
T A
L
F
E N
C E
C O
N C
C
U R
B
DROP CURB
CONC. APRON
ASPH. PAVT.
BOLLARDS (TYP.)
G A
T E
C
O
N
R
C O
N C
R A
M P
CONC. WALK
CONC. RET. WALL
WITH RAILING
CONC. WALK
AND STEPS
CONC. W
ALK
CHAIN LINK BACKSTOP
C H
A
N
K
B
A C
K S
T O
P
G R
A V
E L
G
R
A
V
E
L
GRAVEL
C
O
N
C
CONC. BLK.
RET. WALL
CHAIN LINK FENCE
CHAIN LINK FENCE
D I R T I N F I E L D
D I R T I N F I E L D
D I R T
D
D I R T
B
O
U
N
D
A
N
E
B
O
U
N
D
A
N
E
INV 39.00
INV 39.95
INV 39.44
INV 38.50
INV 36.98
INV 36.56
330'
330'
418'
375'
387'
430'
Pl an
N o.:
Pl an
N am e:
Cr ea ted
Sc ale :D wg In fo:
Re vis ion
Iss ue
Pr oje ct:
DRAWN BY:
JW / CL
CHECK BY:
JA / FH
St ru ctu ra l E ng
Ci vil /S ite E ng
ME
P
En g.:
Ar ch ite ct:
D
C
A
B
ARCH E1
( 30" x 42" )
LOWER
ROOSEVELT
FIELD
2 1345
D
C
A
B
DCML 17-003
United States Merchant Marine Academy 300 Steamboat Road Kings Point, NY 11024
U.S. Department of Transportation Maritime Administration 1200 New Jersey Avenue S.E.
Washington, DC 20590
PROJECT INFO:
CLIENT INFO:
BID DOCUMENTS
03-8-2018
EDUARDO GUZMAN, R.A.
ROBERT BENSON, P.E.
NY License #: 032575-1
NY License #: 085477-1
339 North Front Street, Camden, NJ 08102
Telephone: (856) 479-9101 Facsimile: (856) 757-0082 info@dcm-ae.com www.DCM-AE.com
DCM Architecture & Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications, and drawings are the property of DCM Architecture & Engineering and are to be used only as issued for this project. They shall not be used on any other project in full, or in part, without first obtaining the expressed written approval and consent of DCM Architecture & Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings; Contractor shall verify all dimensions prior to construction and shall bring any discrepancies to the attention of the Architect.
Contractor shall make no substitutions or structural changes or without written approval of the Architect.
Stantec Planning and Landscape Architecture P.C.
226 Causeway Street Boston, MA 02114
Atlantic Consulting & Engineering LLC.
525 John Street Bridgeport, CT 06604
LAYOUT AND
MATERIALS PLAN
SW-100
TAX LOT 3
TAX LOT 10
TAX LOT 9
TAX LOT 2
TAX LOT 1
TAX LOT 8
TAX LOT 16
TAX LOT 15
TAX LOT 4
TAX LOT 20
TAX LOT 21
TAX LOT 22
T A
X
L O
T
F
O R
M E
R
V
E N
R
E E
T
TAX LOT 14
X
X
X
X
X
I N
L E
T
X
X
X
X
X
X
X
X
X
X
G
R
A
X
TC 51.99
BC 51.59
X
TC 52.79
BC 52.42
X
X
G
R
A
X
X
X
X
X
X
X
X
X
.2
X
.2
X
X
X
46.0
46.0
X
X
46.0
X
X
X
X
46.2
X
45.9
X
46.7
X
X
X
X
X
45.6
X
44.9
X
X
X
45.77X
45.67
45.90
45.80
X
X
47.3
46.3
46.5
46.4
46.4
X
X
X
X
X
46.43
X
X
X
X
X
45.06
45.5X
X
X
TW 46.78
BW 45.44
TW 50.07
BW 45.29
TW 47.36
BW 45.32
X
46.36
X
46.06
DRAIN
44.61
DRAIN
51.32
X
TW 49.41
BW 46.8
TW 52.58
BW 46.8
TW 52.58
BW 46.6
X
46.1
X
52.4
X
X
X
X
X
X
X
DRAIN
44.34
DRAIN
RIM 44.08
DRAIN
RIM 44.09
DRAIN
RIM 43.95DRAIN
RIM 44.07
DRAIN
RIM 44.09
DRAIN
RIM 44.66
DRAIN
43.88
DRAIN
44.30
DRAIN
43.77
44.7
X
44.6
X
44.7
X
44.7
X
44.7
X
44.7
X
44.5
X
44.5
X
44.3
X
44.1
X
44.3
X
44.5
X
44.5
X
44.4
X
44.4
X
44.5
X
44.2
X
44.1
X
44.0
X
44.3
X
44.0
X
44.9
X
44.9
X
44.7
X
44.8
X
45.2
X
45.1
X
45.1
X
44.6
X
44.6
X
44.6
X
44.8
X
45.0
X
44.7
X
45.0
X
45.0
X
45.0
X
45.1
X
44.8
X
44.5
X
44.7
X
45.1
X
45.0
X
46.7
X
46.6
X
46.7
X
46.5
X
46.6
X
46.7
X
46.3
X
45.3
X
46.2
X
45.9
X
46.0
X
46.0
X
45.6
X
45.6
X
45.4
X
45.5
X
46.4
X
46.5
X
45.1
X
45.1
X
44.8
X
44.7
X
44.7
X
45.0
X
44.8
X
45.2
X
45.1
X
45.0
X
44.8
X
44.7
X
44.6
X 44.7
X
45.1
X
45.0
X
45.1
X
45.0
X
X
44.5
X
44.4
X
44.5
X
43.6
X
43.7
X
43.7
45.4
X
45.8
X
46.1
X
46.1
X
46.1
X
45.8
X
45.5
X
45.3
X
45.3
X
45.1
X
45.7
X
45.4
X
45.9
X
45.9
X
46.1
X
46.0
X
X
45.1
X
45.3
X
45.5
45.3
X
45.5
X
45.3
X
45.4
X
45.7
X
45.6
X
45.7
X
45.5
X
45.3
X
45.5
X
45.9
X
45.9
X
45.8
X
45.9
X
46.1
X
46.3
X
46.1
X
46.1
X
46.0
X
46.1
X
46.7
X
46.7
X
46.5
X
46.7
X
46.5
X
46.5
X
46.4
X
46.6
X
46.3
X
46.5
X
46.3
X
46.5
X
46.6
X
46.3
X
46.4
X
46.5
X
46.3
X
46.6
X
46.5
X
46.6
X
46.5
X
46.2
X
46.4
X
46.4
X
46.4
X
46.1
X
46.3
X
46.1
X
45.4
X
45.9
X
46.1
X
46.0
X46.1
X
46.0
X
46.3
X
46.3
X
46.3
X
46.4
X
46.0
X
46.2
X
46.1
X
45.6
X
45.8
X
45.8
X
45.4
X
45.4
X
45.4
X
45.5
X
45.7
X
45.7
X
45.3
X
45.6
X
45.3
X
45.6
X
46.0
X
45.6
X
45.3
X
45.2
X
45.4
X
45.2
X
45.3
X
45.1
X
44.9
X
45.2
X
45.2
X
45.1
X
45.2
X
45.0
X
45.1
X
44.9
X
45.0
X
45.2
X
45.0
X
45.0
X
44.9
X
44.7
X
44.5
X
50.5
X
44.9
X
50.7
X
46.5
X
50.0
X
46.2
X
45.5
X
51.7
X
51.3
X
51.5
X
51.6
X
51.7
X
45.6
X
46.4
X
47.3
X
50.8
X
51.0
X
51.3
X
47.4
X
45.5
X
45.9
X
45.5
X
45.4
X
45.9
X
46.0
X
46.3
X
46.5
X
46.6
X
46.5
X
46.9
X
46.4
X
46.2
X
45.8
X
45.6
X
45.2
X
45.5
X
45.6
X
46.1
X
46.3
X
46.5
X
46.6
X
46.7
X
46.5
X
46.3
X
45.9
X
45.6
X
45.3
X
45.4
X
45.4
X
45.3
X
45.5
X
45.4
X
45.6
X
45.6
X
46.0
X
45.8
X
46.3
X
46.2
X
46.5
X
46.6
X
46.7
X
46.5
X
46.1
X
45.6
X
45.6
X
45.8
X
46.0
X
46.3
X
46.3
X
46.7
X
46.6
X
46.8
X
46.7
X
46.3
X
46.4
X
46.2
X
46.3
X
46.4
X
46.2
X
45.8
X
45.5
X
45.6
X
45.8
X
45.8
X
45.1
X
45.9
X
45.6
X
45.1
X
46.3
X
46.1
X
45.9
X
46.8
X
46.8
X
51.4
X
51.0
X
X
43.7
X
43.9
X
43.9
X
44.0
X
49.9
X
45.9
X
45.5
X
45.1
X
44.6
X
44.0
45.1
X
45.3
X
45.6
X
46.0
X
46.6
X
46.5
X
46.3
X
46.5
X
44.6
X
40.1
X
45.0
X
41.2
X
41.0
X
45.0
X
41.7
X
40.3
X 40.0 39.6
40.5
X
40.5
X
36.0
X
42.3
X
37.1
X
38.5
X
37.4
X
40.5
X
41.5
X
42.9
X
44.1
X
46.1
X
47.4
X
47.9
X
49.3
X
52.0
X
51.7
X
52.2
X
52.1
X
49.4
X
52.0
X
52.3
X
52.5
X
51.6
X
50.2
X
52.6 X
45.8
X
45.3
X
46.0
X
45.5
X
46.2
X
46.0
X
46.3
X
X
X
X
46.2
45.6
46.2
45.9
46.2
45.9
X
X
X
X
X
GATE
METAL FENCE
METAL FENCE
FLAGPOLE
GATE
GATE
GATE
BOLLARDS (TYP.)
MAST LIGHT POLE
ON CONC. FTG.
MAST LIGHT POLE
ON CONC. FTG.
FLAGPOLE
CONC.
B
E
L
B
L
K
C
U
R
B
M
E
T
N
C
E
B
E
L
B
L
K
C
U
R
B
M
E
T
N
C
E
M E
T A
L
F
E N
C E
C O
N C
C
U R
B
DROP CURB
CONC. APRON
ASPH. PAVT.
BOLLARDS (TYP.)
G A
T
O
N
R
CONCRETE BLOCK
BUILDING
AREAWAY
A/C UNIT
GAS MNFLD.
CONC. PLAT
C O
N C
R A
M P
CONC. WALK
CONC. RET. WALL
WITH RAILING
CONC. WALK
AND STEPS
CONC. W
ALK
CHAIN LINK BACKSTOP
C H
A
N
K
B
A C
K S
T O
P
G R
A V
E L
G
R
A
V
E
L
GRAVEL
C
O
N
C
STEPS
CONC. BLK.
RET. WALL
CHAIN LINK FENCE
CHAIN LINK FENCE
D I R T I N F I E L D
D I R T I N F I E L D
D I R T
D
D I R T
B
O
U
N
D
A
N
E
B
O
U
N
D
A
N
E
BLEACHERS ON
CONC. SLAB
C O
N C
B
L O
C K
D U
G O
U T
CONC. B
LOCK
DUGOUT
INV 39.00
INV 39.95
INV 39.44
INV 38.50
INV 36.98
INV 36.56
330'
330'
418'
375'
387'
430'
2 31
B
A
C
D
45.1
UD UD UD UD UD UD
UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD UD UD UD UD
UD UD UD UD UD UD
UD UD UD UD UD UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD
UD UD UD UD
UD
UD UD UD UD
UD UD UD
UD
U D
U D
U D
U D
U D
U D
U D
U D
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U D
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U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD
UD UD UD UD UD
UD UD UD UD UD
UD UD
U D
UD UD UD
U D
U D
U D
U D
U
D
U
D
U
D
U
D
U
D
D
UD UD UD UD
UD UD
UD UD UD UD
UD UD UD UD
UD UD UD UD UD UD UD UD UD UD UD UD UD
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
UD UD UD UD UD UD UD UD UD UD UD
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
UD UD UD UD UD UD UD UD UD UD
U D
U D
U D
U D
U D
U D
U D
U D
U D
UD UD UD UD UD UD UD UD
U D
U D
U D
U D
U D
U D
U D
UD UD UD UD UD UD
U D
U D
U D
U D
U D
UD UD UD
U D
U D
U D
UD
U D
U D
UD UD UD UD UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD UD
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Pl an
N o.:
Pl an
N am e:
Cr ea ted
Sc ale :D wg In fo:
Re vis ion
Iss ue
Pr oje ct:
DRAWN BY:
JW / CL
CHECK BY:
JA / FH
St ru ctu ra l E ng
Ci vil /S ite E ng
ME
P
En g.:
Ar ch ite ct:
D
C
A
B
ARCH E1
( 30" x 42" )
LOWER
ROOSEVELT
FIELD
2 1345
D
C
A
B
DCML 17-003
United States Merchant Marine Academy 300 Steamboat Road Kings Point, NY 11024
U.S. Department of Transportation Maritime Administration 1200 New Jersey Avenue S.E.
Washington, DC 20590
PROJECT INFO:
CLIENT INFO:
BID DOCUMENTS
03-8-2018
EDUARDO GUZMAN, R.A.
ROBERT BENSON, P.E.
NY License #: 032575-1
NY License #: 085477-1
339 North Front Street, Camden, NJ 08102
Telephone: (856) 479-9101 Facsimile: (856) 757-0082 info@dcm-ae.com www.DCM-AE.com
DCM Architecture & Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications, and drawings are the property of DCM Architecture & Engineering and are to be used only as issued for this project. They shall not be used on any other project in full, or in part, without first obtaining the expressed written approval and consent of DCM Architecture & Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings; Contractor shall verify all dimensions prior to construction and shall bring any discrepancies to the attention of the Architect.
Contractor shall make no substitutions or structural changes or without written approval of the Architect.
Stantec Planning and Landscape Architecture P.C.
226 Causeway Street Boston, MA 02114
Atlantic Consulting & Engineering LLC.
525 John Street Bridgeport, CT 06604
GRADING AND
UTILITIES PLAN
SW-101
X
G
R
A
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
45.41
X
45.41
X
X
X
X
W
D
R
A
I
N
D
R
A
I
N
X
X
X
X
X
X
X
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D
R
A
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N
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X
O
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X
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L
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U
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A
N
E
B
O
L
L
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Y
P
D
Pl an
N o.:
Pl an
N am e:
Cr ea ted
Sc ale :D wg In fo:
Re vis ion
Iss ue
Pr oje ct:
DRAWN BY:
JW / CL
CHECK BY:
JA / FH
St ru ctu ra l E ng
Ci vil /S ite E ng
ME
P
En g.:
Ar ch ite ct:
D
C
A
B
ARCH E1
( 30" x 42" )
LOWER
ROOSEVELT
FIELD
2 1345
D
C
A
B
DCML 17-003
United States Merchant Marine Academy 300 Steamboat Road Kings Point, NY 11024
U.S. Department of Transportation Maritime Administration 1200 New Jersey Avenue S.E.
Washington, DC 20590
PROJECT INFO:
CLIENT INFO:
BID DOCUMENTS
03-8-2018
EDUARDO GUZMAN, R.A.
ROBERT BENSON, P.E.
NY License #: 032575-1
NY License #: 085477-1
339 North Front Street, Camden, NJ 08102
Telephone: (856) 479-9101 Facsimile: (856) 757-0082 info@dcm-ae.com www.DCM-AE.com
DCM Architecture & Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications, and drawings are the property of DCM Architecture & Engineering and are to be used only as issued for this project. They shall not be used on any other project in full, or in part, without first obtaining the expressed written approval and consent of DCM Architecture & Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings; Contractor shall verify all dimensions prior to construction and shall bring any discrepancies to the attention of the Architect.
Contractor shall make no substitutions or structural changes or without written approval of the Architect.
Stantec Planning and Landscape Architecture P.C.
226 Causeway Street Boston, MA 02114
Atlantic Consulting & Engineering LLC.
525 John Street Bridgeport, CT 06604
ENLARGEMENT PLANS
SW-102
N o.:
Pl an
N am e:
Cr ea ted
Sc ale :D wg In fo:
Re vis ion
Iss ue
Pr oje ct:
DRAWN BY:
JW / CL
CHECK BY:
JA / FH
St ru ctu ra l E ng
Ci vil /S ite E ng
ME
P
En g.:
Ar ch ite ct:
D
C
A
B
ARCH E1
( 30" x 42" )
LOWER
ROOSEVELT
FIELD
2 1345
D
C
A
B
DCML 17-003
United States Merchant Marine Academy 300 Steamboat Road Kings Point, NY 11024
U.S. Department of Transportation Maritime Administration 1200 New Jersey Avenue S.E.
Washington, DC 20590
PROJECT INFO:
CLIENT INFO:
BID DOCUMENTS
03-8-2018
EDUARDO GUZMAN, R.A.
ROBERT BENSON, P.E.
NY License #: 032575-1
NY License #: 085477-1
339 North Front Street, Camden, NJ 08102
Telephone: (856) 479-9101 Facsimile: (856) 757-0082 info@dcm-ae.com www.DCM-AE.com
DCM Architecture & Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications, and drawings are the property of DCM Architecture & Engineering and are to be used only as issued for this project. They shall not be used on any other project in full, or in part, without first obtaining the expressed written approval and consent of DCM Architecture & Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings; Contractor shall verify all dimensions prior to construction and shall bring any discrepancies to the attention of the Architect.
Contractor shall make no substitutions or structural changes or without written approval of the Architect.
Stantec Planning and Landscape Architecture P.C.
226 Causeway Street Boston, MA 02114
Atlantic Consulting & Engineering LLC.
525 John Street Bridgeport, CT 06604
SITE DETAILS I
SW-103
N o.:
Pl an
N am e:
Cr ea ted
Sc ale :D wg In fo:
Re vis ion
Iss ue
Pr oje ct:
DRAWN BY:
JW / CL
CHECK BY:
JA / FH
St ru ctu ra l E ng
Ci vil /S ite E ng
ME
P
En g.:
Ar ch ite ct:
D
C
A
B
ARCH E1
( 30" x 42" )
LOWER
ROOSEVELT
FIELD
2 1345
D
C
A
B
DCML 17-003
United States Merchant Marine Academy 300 Steamboat Road Kings Point, NY 11024
U.S. Department of Transportation Maritime Administration 1200 New Jersey Avenue S.E.
Washington, DC 20590
PROJECT INFO:
CLIENT INFO:
BID DOCUMENTS
03-8-2018
EDUARDO GUZMAN, R.A.
ROBERT BENSON, P.E.
NY License #: 032575-1
NY License #: 085477-1
339 North Front Street, Camden, NJ 08102
Telephone: (856) 479-9101 Facsimile: (856) 757-0082 info@dcm-ae.com www.DCM-AE.com
DCM Architecture & Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications, and drawings are the property of DCM Architecture & Engineering and are to be used only as issued for this project. They shall not be used on any other project in full, or in part, without first obtaining the expressed written approval and consent of DCM Architecture & Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings; Contractor shall verify all dimensions prior to construction and shall bring any discrepancies to the attention of the Architect.
Contractor shall make no substitutions or structural changes or without written approval of the Architect.
Stantec Planning and Landscape Architecture P.C.
226 Causeway Street Boston, MA 02114
Atlantic Consulting & Engineering LLC.
525 John Street Bridgeport, CT 06604
SITE DETAILS II
SW-104
N o.:
Pl an
N am e:
Cr ea ted
Sc ale :D wg In fo:
Re vis ion
Iss ue
Pr oje ct:
DRAWN BY:
JW / CL
CHECK BY:
JA / FH
St ru ctu ra l E ng
Ci vil /S ite E ng
ME
P
En g.:
Ar ch ite ct:
D
C
A
B
ARCH E1
( 30" x 42" )
LOWER
ROOSEVELT
FIELD
2 1345
D
C
A
B
DCML 17-003
United States Merchant Marine Academy 300 Steamboat Road Kings Point, NY 11024
U.S. Department of Transportation Maritime Administration 1200 New Jersey Avenue S.E.
Washington, DC 20590
PROJECT INFO:
CLIENT INFO:
BID DOCUMENTS
03-8-2018
EDUARDO GUZMAN, R.A.
ROBERT BENSON, P.E.
NY License #: 032575-1
NY License #: 085477-1
339 North Front Street, Camden, NJ 08102
Telephone: (856) 479-9101 Facsimile: (856) 757-0082 info@dcm-ae.com www.DCM-AE.com
DCM Architecture & Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications, and drawings are the property of DCM Architecture & Engineering and are to be used only as issued for this project. They shall not be used on any other project in full, or in part, without first obtaining the expressed written approval and consent of DCM Architecture & Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings; Contractor shall verify all dimensions prior to construction and shall bring any discrepancies to the attention of the Architect.
Contractor shall make no substitutions or structural changes or without written approval of the Architect.
Stantec Planning and Landscape Architecture P.C.
226 Causeway Street Boston, MA 02114
Atlantic Consulting & Engineering LLC.
525 John Street Bridgeport, CT 06604
SITE DETAILS III
SW-105
USM
AUSM
M
A
USM
M
AUSM
M
A
Pl an
N o.:
Pl an
N am e:
Cr ea ted
Sc ale :D wg In fo:
Re vis ion
Iss ue
Pr oje ct:
DRAWN BY:
JW / CL
CHECK BY:
JA / FH
St ru ctu ra l E ng
Ci vil /S ite E ng
ME
P
En g.:
Ar ch ite ct:
D
C
A
B
ARCH E1
( 30" x 42" )
LOWER
ROOSEVELT
FIELD
2 1345
D
C
A
B
DC…
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