W912DS-09-R-0016 Turrets Plans Package 1.pdf

US ARMY CORPS OF ENGINEERS

NEW YORK DISTRICT

G & W SYSTEMS LABORATORY

C O

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G-000

PICATINNY ARSENAL, NEW JERSEY

JULY 2, 2009

ISSUED FOR BID

K P

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G L

PN 65525

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

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A B s ig n f il e n o r a w in g c o d s c r ip t io n M a r k

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US Army Corps of Engineers

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21 4 5

Sheet reference number:

2 4 51

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Sheet of 195

ELECTRICAL

R

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IN

G

IN

D E

X

PLUMBING

FIRE ALARM

FIRE SUPPRESSION

STRUCTURAL

0S-601

ARCHITECTURAL

1A-111

1A-112

1A-121

1A-132

1A-201

1A-581

2A-101

2A-102

2A-152

2A-151

2A-201

2A-202

3A-601

3A-602

1A-202

1A-301

2A-571

2A-122

FINISH SCHEDULE

ABBREVIATIONS AND SYMBOLS

GENERAL

COVER SHEET

DRAWING INDEX

LIFE SAFETY

G-000

G-001

G-002

1C-001

CIVIL

G-001

MECHANICAL

FA-001

FP-001

1A-102

BUILDING 3349 - ELEVATIONS - EAST, SOUTH, AND NORTH

BUILDING 3349 - ELEVATIONS - WEST

BUILDING 3349 - BUILDING SECTIONS

BUILDING 3353 - ELEVATIONS - EAST, SOUTH, AND NORTH

BUILDING 3353 - ELEVATIONS - WEST

DOOR SCHEDULE

1S-102

SCHEDULES AND DETAILS

1S-111

1S-131

1S-122

1S-112

BUILDING 3349 - MECH ACCESS PLATFORM FRAMING PLAN

1S-210

1S-211

1S-310

1S-311

1S-513

2S-101

2S-112

2S-102

2S-501 BUILDING 3353 - SECTIONS AND DETAILS

FIRE SUPPRESSION GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

FP-201 FIRE SUPPRESSION - FIRE PUMP ROOM, RISER, AND WATER

SUPPLY INFORMATION

1A-122

2M-101

2M-102

P-001

1P-111

P-501

1P-122

1P-112

1P-132

2P-101

2P-102

GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

BUILDING 3349 - SECTIONS AND DETAILS

1C-002

1C-003

1C-004

1C-005

3A-611 PARTITION SCHEDULE

1A-401 BUILDING 3349 - WALL SECTIONS

2A-301 BUILDING 3353 - BUILDING SECTIONS

1A-571

1A-551

1A-511

1A-151

2A-132

1A-402 BUILDING 3349 - WALL SECTIONS

1A-131

1A-130

1A-403 BUILDING 3349 - WALL SECTIONS

1A-404 BUILDING 3349 - WALL SECTIONS

1A-512

3A-603

2A-131

1A-203 BUILDING 3349 - ELEVATIONS - SECURITY FENCE

0S-503 TYPICAL STEEL DETAILS

0S-502

0S-501

0S-002

0S-001 STRUCTURAL GENERAL NOTES

STRUCTURAL SYMBOLS & ABBREVIATIONS

TYPICAL CONCRETE DETAILS

TYPICAL CONCRETE DETAILS

1S-103

1S-104

BUILDING 3349 - MAT REINFORCEMENT PLAN

BUILDING 3349 - WALL REINFORCEMENT PLAN

1S-113

1S-114

BUILDING 3349 - LOADER LEVEL OPENINGS PLAN

BUILDING 3349 - TYPICAL ELEVATION AT WALL

BUILDING 3349 - TYPICAL MAIN RIGID FRAME SECTION

BUILDING 3349 - FALSE FLOOR FRAMING PLAN

BUILDING 3349 - CARRIER MOUNTING PLATE PLAN

1S-312 BUILDING 3349 - TOP LOADER RING AND PLATE PLAN

1S-313 BUILDING 3349 - CIWS ADAPTER PLATE PLAN

1S-501 BUILDING 3349 - SECTIONS AND DETAILS

1S-510 BUILDING 3349 - SECTIONS AND DETAILS

1S-511 BUILDING 3349 - SECTIONS AND DETAILS

1S-512 BUILDING 3349 - SECTIONS AND DETAILS

1S-515 BUILDING 3349 - SECTIONS AND DETAILS

1S-602

BUILDING 3349 - MAGAZINE LEVEL FOUNDATION & SLAB PLAN

BUILDING 3349 - FOUNDATION AND SLAB PLAN

BUILDING 3349 - LOADER LEVEL FRAMING PLAN

BUILDING 3349 - DECK LEVEL FRAMING PLAN

BUILDING 3353 - FOUNDATION AND SLAB PLAN

BUILDING 3353 - FOUNDATION AND SLAB PLAN

BUILDING 3353 - MECH ACCESS PLATFORM FRAMING PLAN

BUILDING 3349 - LOADER LEVEL EQUIPMENT SUPPORT FRAMING PLAN

FIRE ALARM GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

1FA-101

1FA-111

1FA-112

1FA-121

2FA-101

2FA-102

FA-201 FIRE ALARM MATRIX OF OPERATION AND RISER DIAGRAMS

1FP-101

1FP-111

1FP-112

2FP-101

2FP-102

2MP-101

2MP-102

1M-301 BUILDING 3349 - HVAC SECTIONS

1M-302 BUILDING 3349 - HVAC SECTIONS

1M-401 BUILDING 3349 - MECHANICAL ROOM PLAN

M-501 HVAC DETAILS

HVAC DETAILSM-502

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-603 HOT WATER PIPING - FLOW DIAGRAM

M-604 CHILLED WATER PIPING - FLOW DIAGRAM

HVAC DETAILSM-503

P-601

P-701 PLUMBING SCHEDULES

PLUMBING DETAILS

PLUMBING SANITARY AND WATER RISER DIAGRAMS

1S-901 BUILDING 3349 - ISOMETRIC VIEW

LS-101

LS-111

LS-121

BUILDING 3349 - FLOOR PLAN - MAGAZINE LEVEL

BUILDING 3349 - MECH ACCESS PLATFORM PLAN

BUILDING 3349 - FLOOR PLAN - DECK LEVEL

BUILDING 3349 - REFLECTED CEILING PLAN- MAGAZINE LEVEL

BUILDING 3349 - SECTION DETAILS

BUILDING 3349 - SECTION DETAILS

BUILDING 3349 - PLAN DETAILS

BUILDING 3349 - ENLARGED PLANS

BUILDING 3349 - ENLARGED STAIR PLANS AND DETAILS

BUILDING 3353 - MECH ACCESS PLATFORM

BUILDING 3353 - ENLARGED PLANS

2A-551

CLERESTORY AND LOUVER DETAILS

NOTES & LEGEND

EXISTING CONDITIONS PLAN (1 OF2)

EXISTING CONDITIONS PLAN (2 OF 2)

DEMOLITION PLAN (1 OF 2)

DEMOLITION PLAN (2 OF 2)

1C-006 SITE PLAN (1 OF 2)

1C-007 SITE PLAN (2 OF 2)

1C-008 GRADING PLAN & WHITEK ROAD PROFILE (1 OF 2)

1C-009 GRADING PLAN & WHITEK ROAD PROFILE (2 OF 2)

1C-010 DRAINAGE & UTILITY PLAN (1 OF 2)

1C-011 DRAINAGE & UTILITY PLAN (2 OF 2)

1C-012 SOIL EROSION PLAN (1 OF 2)

1C-013 SOIL EROSION PLAN (2 OF 2)

1C-014 PROFILE OF SANITARY & WATER LINES

1C-015 DETAILS

1C-016 DETAILS

1C-017 DETAILS

1C-018 DETAILS

1C-019 DETAILS

1C-020 DETAILS

1C-021 DETAILS

0M-001 HVAC ABBREVIATIONS, SYMBOLS AND GENERAL NOTES

1M-101

1M-111

1M-112

1M-121

1MP-101

1MP-111

1MP-112

1MP-121

BUILDING 3349 - COLUMN & BASE PLATE DETAILS

BUILDING 3349 - LIFE SAFETY PLAN - MAGAZINE LEVEL

BUILDING 3349 & 3353 - LIFE SAFETY PLAN - GROUND LEVEL

BUILDING 3349 - LIFE SAFETY PLAN - DECK LEVEL

BUILDING 3349 - FIRE ALARM PLAN - MAGAZINE LEVEL

BUILDING 3349 - PARTIAL FIRE ALARM PLAN - LOADER LEVEL

BUILDING 3349 - PARTIAL FIRE ALARM PLAN - LOADER LEVEL

BUILDING 3349 - FIRE ALARM PLAN - DECK LEVEL

BUILDING 3353 - PARTIAL FIRE ALARM PLAN

BUILDING 3353 - PARTIAL FIRE ALARM PLAN

BUILDING 3349 - FIRE SUPPRESSION PLAN - MAGAZINE LEVEL

BUILDING 3349 - PARTIAL FIRE SUPPRESSION PLAN - LOADER LEVEL

BUILDING 3349 - PARTIAL FIRE SUPPRESSION PLAN - LOADER LEVEL

BUILDING 3353 - PARTIAL FIRE SUPPRESSION PLAN

BUILDING 3353 - PARTIAL FIRE SUPPRESSION PLAN

1A-405 BUILDING 3349 - WALL SECTIONS

BUILDING 3349 - FLOOR PLAN - LOADER LEVEL

BUILDING 3349 - FLOOR PLAN - LOADER LEVEL

BUILDING 3349 - REFLECTED CEILING PLAN- LOADER LEVEL

BUILDING 3349 - REFLECTED CEILING PLAN- LOADER LEVEL

BUILDING 3349 - ROOF PLAN

BUILDING 3353 - FLOOR PLAN

BUILDING 3353 - FLOOR PLAN

BUILDING 3353 - REFLECTED CEILING PLAN

BUILDING 3353 - REFLECTED CEILING PLAN

BUILDING 3349 - LOADER LEVEL PARTIAL FLOOR PLAN

BUILDING 3349 - LOADER LEVEL PARTIAL FLOOR PLAN

BUILDING 3349 - DECK LEVEL FLOOR PLAN

BUILDING 3349 - MAGAZINE LEVEL FLOOR PLAN

BUILDING 3353 - PARTIAL FLOOR PLAN

BUILDING 3353 - PARTIAL FLOOR PLAN

BUILDING 3349 - MAGAZINE LEVEL PARTIAL HVAC PLAN

BUILDING 3349 - LOADER LEVEL PARTIAL HVAC PLAN

BUILDING 3349 - LOADER LEVEL PARTIAL HVAC PLAN

BUILDING 3349 - DECK LEVEL PARTIAL HVAC PLAN

BUILDING 3349 - MAGAZINE LEVEL PARTIAL HVAC PIPING PLAN

BUILDING 3349 - LOADER LEVEL PARTIAL HVAC PIPING PLAN

BUILDING 3349 - LOADER LEVEL PARTIAL HVAC PIPING PLAN

BUILDING 3349 - DECK LEVEL PARTIAL HVAC PIPING PLAN

BUILDING 3353 - PARTIAL HVAC PLAN

BUILDING 3353 - PARTIAL HVAC PLAN

BUILDING 3353 - PARTIAL HVAC PIPING PLAN

BUILDING 3353 - PARTIAL HVAC PIPING PLAN

M-504 HVAC DETAILS

M-701 HVAC CONTROL DIAGRAMS

M-702 HVAC CONTROL DIAGRAMS

M-703 BAS POINT FUNCTION SCHEDULE

BUILDING 3353 - PARTIAL ROOF PLAN

BUILDING 3353 - PARTIAL ROOF PLAN

3A-801

3A-802

SIGN LAYOUTS AND DETAILS

SIGN LAYOUTS AND DETAILS

BUILDING 3353 - DETAILS

G L

K P

A K

1C-022 DETAILS

E-000

E-001

1E-001

1E-102

1E-111

1E-112

1E-202

1E-211

1E-212

1E-222

1E-311

1E-312

1E-351

1E-352

1E-601

1ET-102

1ET-111

1ET-112

1EY-102

1EY-111

1EY-112

1EY-122

2E-101

2E-102

2E-201

2E-202

2E-301

2E-302

2E-351

2E-352

2ET-101

2ET-102

2EY-101

2EY-102

3E-701

3E-702

3E-801

3E-802

3E-803

3E-804

ELECTRICAL ABBREVIATIONS AND GENERAL NOTES

ELECTRICAL SYMBOLS

OVERALL ELECTRICAL SITE PLAN

BUILDING 3349 - FLOOR PLAN - MAGAZINE LEVEL - LIGHTING

BUILDING 3349 - FLOOR PLAN - LOADER LEVEL SOUTH-LIGHTIING

BUILDING 3349 - FLOOR PLAN - LOADER LEVEL NORTH-LIGHTING

BUILDING 3349 - FLOOR PLAN - MAGAZINE LEVEL - POWER

BUILDING 3349 - FLOOR PLAN - LOADER LEVEL SOUTH - POWER

BUILDING 3349 - FLOOR PLAN - LOADER LEVEL NORTH - POWER

BUILDING 3349 - DECK PLAN - POWER

BUILDING 3349 - FLOOR PLAN - LOADER LEVEL NORTH-GROUNDING

BUILDING 3349 - FLOOR PLAN - LOADER LEVEL SOUTH-GROUNDING

BUILDING 3349 - ROOF PLAN - SOUTH - GROUNDING

BUILDING 3349 - DECK PLAN - GROUNDING

BUILDING 3349 - ELECTRICAL ONE-LINE DIAGRAM

BUILDING 3349 - FLOOR PLAN - MAGAZINE LEVEL-TELECOM

BUILDING 3349 - FLOOR PLAN - LOADER LEVEL SOUTH-TELECOM

BUILDING 3349 - FLOOR PLAN - LOADER LEVEL NORTH-TELECOM

BUILDING 3349 - FLOOR PLAN - MAGAZINE LEVEL-SECURITY

BUILDING 3349 - FLOOR PLAN - LOADER LEVEL SOUTH-SECURITY

BUILDING 3349 - FLOOR PLAN - LOADER LEVEL NORTH-SECURITY

BUILDING 3349 - DECK PLAN - SECURITY

BUILDING 3353 - FLOOR PLAN SOUTH - LIGHTING

BUILDING 3353 - FLOOR PLAN NORTH - LIGHTING

BUILDING 3353 - FLOOR PLAN SOUTH - POWER

BUILDING 3353 - FLOOR PLAN NORTH - POWER

BUILDING 3353 - FLOOR PLAN SOUTH - GROUNDING

BUILDING 3353 - FLOOR PLAN NORTH - GROUNDING

BUILDING 3353 - ROOF PLAN - SOUTH - GROUNDING

BUILDING 3353 - ROOF PLAN - NORTH - GROUNDING

BUILDING 3353 - FLOOR PLAN SOUTH - TELECOM

BUILDING 3353 - FLOOR PLAN NORTH - TELECOM

BUILDING 3353 - FLOOR PLAN SOUTH - SECURITY

BUILDING 3353 - FLOOR PLAN NORTH - SECURITY

ELECTRICAL DETAILS

ELECTRICAL DETAILS

LIGHTING FIXTURE SCHEDULE

PANELBOARD SCHEDULES

PANELBOARD SCHEDULES

PANELBOARD SCHEDULES

3A-620 SECURITY FENCE DETAIL

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

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A r c h

B r a n

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A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

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2 4 51

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B O

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STEEL

BATT INSUL.

RIGID INSUL,.

CEMENT PLASTER

OR GWB

CONCRETE

EARTH

GRANULAR FILL

ACOUSTIC CEILING

PANELS

MARBLE

TERRAZZO

FINISHED WOOD

FINISH WOOD,

ELEVATION

WOOD ROUGH

STONE

CMU

WINDOW BLOCKING,

SHIM

PARTICLE BD. OR

PLYWOOD

GLASS

CARPET

BRICK

CAST STONE OR

PRECAST CONCRETE

ABBREVIATIONS

PROJECT SITE

TD

T&G

CL

N NORTH

W/O

STO STORAGE

IW INDUSTRIAL WASTE

ENT(R)

EXH

EXT

CONTR

(E)

EL(V)

EMERG

ENCL

ELEC(T)

EA

DR

DS

DIR

CLR

CONST(R)

CMU

H

HW

INCAN

INT

INSUL

HAZ

HDWR

HORIZ

HTR

HT

GYP

GALV

GR

GA

G

FIX

FTG

FH

FIN

FLR

F.E.C.

FDN

F

FD

NATIONAL FIRE PROTECTION

PLACES/PLATE/PROPERTY LINE

PROPERTY/PROPOSED

POUNDS PER SQUARE FOOT

PROP

EXHAUST

EXTERIOR

PSF

PT

CONCRETE MASONRY UNIT

ELECTRIC/ELECTRICAL

ELEVATION/ELEVATOR

CONTRACTOR

EXISTING

EMERGENCY

ENCLOSURE

ENTRANCE

EACH

DOOR/DRAIN/DRIVE

DOWNSPOUT

DIRECTED

CLEAR/CLEARANCE

CONSTRUCTION

NIC NOT IN CONTRACT

PR

PKG

PL

OC

OD

NRC

PARKING

PAIR

NOISE REDUCTION

ON CENTER

OUTSIDE DIAMETER

COEFFICIENT

(N)

NFPA

ASSOCIATION

NEW

DIA

WITHOUT

DIAMETER

REINFORCED/REINFORCE/

SOUND TRANSMISSION

SECT SECTION

INTERIOR/INTERSECTION

HOT WATER

INSULATION

INCANDESCENT

HAZARDOUS

HARDWARE

HORIZONTAL

HEIGHT

HEATER

STL

SPEC

SQ

STC

SL

SPR

SK

SEW

SHR

SPECIFICATIONS

COEFFICIENT

STEEL

SQUARE

SPRINKLER

SLOPE

SINK

SEWER

SHOWER

GALVANIZED

GYPSUM

GRAVEL

GAS

GAUGE

FIXTURE

FOOTING

FIRE EXTINGUISHER

FOUNDATION

FIRE HYDRANT

FINISH

FLOOR

FAHRENHEIT/FILL

FLOOR DRAIN

REF REFERENCE

RF

S

SAN

RO

REQS

REL

REINF

REFLTD

RADIO FREQUENCY

SANITARY

SOUTH

ROUGH OPENING

REFLECTED

RELOCATED

REINFORCING

REQUIREMENTS

RECEPT

RECIRC

R(AD)

(R)

PVMNT

RADIUS/RISER

RECEPTACLE

RECIRCULATE/RECIRCULATING

REMOVE

PAVEMENT

PVC POLYVINYLCHORIDE

COL

CFM

CIP

CTR

CER

CF

COMPR

CONC

CAB

BRKT

BTW

BF

BLDG

BM

ASPH

BD

AHU

ALUM

AP

ADHES

AGG/AGGR

AFF

ACU

ADA

ABRAS

ACOUS

AB

MED MEDIAN/MEDIUM

COLUMN

CAST IN PLACE

CUBIC FEET PER MINUTE

COMPRESSOR

CONCRETE

CUBIC FEET

CENTER

CERAMIC

MIN

MLDG

MFR

MINIMUM

MANUFACTURER

MOLDING

METAL

WATER RESISTANT

VERT

WSCT

WT

W

WP

WR

VOL

WEIGHT

WAINSCOT

VERTICAL

VOLUME

WATERPROOF

INTERIOR/INTERSECTION

LAVATORY (LAVATORIES)

THERMAL UNITS/HOUR

ACOUSTIC/ACOUSTICAL

AIR CONDITIONING UNIT

ABOVE FINISH FLOOR

BOTTOM

CABINET

BRACKET

BETWEEN

BOARD FEET

BUILDING

BEAM

ASPHALT

BOARD

ADHESIVES

AGGREGATE

AIR HANDLING UNIT

ACCESS PANEL

ANCHOR BOLT

ABRASIVE

(DOOR LEAF(S))

MECH

MBH

MACH

MAINT

MAX

LRG

LTG

LVR

LGT

LG

MACHINE

MAINTENANCE

MAXIMUM

THOUSAND BRITISH

MECHANICAL

LIGHTING

LARGE

LOUVER

LENGTH

LAV(S)

LF(S)

LAM

LAB

JT

INCAN

INSUL

INT

LABORATORY

LAMINATE

LINEAR FEET

JOINT

INCANDESCENT

INSULATION

VERIFY IN FIELD

SQUARE FOOT(FEET)

SHEET METAL & AIR

CONDITIONER CONTRACTORS

TOP OF CONCRETE/CURB

TRAVEL/TRAVERSE

VAPOR BARRIER

NATIONAL ASSOCIATION

TRAV

VENT

VIF

UTIL

VB

UR

TOS

TOT

UTILITIES

VENTILATE

TOP OF STEEL

TOTAL

URINAL

STRUC

SMACNA

TEL

TOC

SYM

SF

SGL

SYS

SD

SYMMETRICAL

TELEPHONE

STRUCTURAL

SYSTEM

STORM DRAIN

SINGLE

BLK BLOCK

FE FIRE EXTINGUISHER (N.I.C.)

HOLLOW METALHM

PAINTEDPTD

TREATEDTRTD

TYPICALTYP.

WITHW/

MO MASONRY OPENING

MOUNTED

MOUNTMT

MTD

OXYGENOX

TOM TOP OF MASONRY

CL

GPWB GENERAL PURPOSE WORK BAY

RIGHTRT

TRAVEL DISTANCE

FACE OF MASONRYFOM

GFE GOVERNMENT FURNISHED

EQUIPMENT

HSS HOLLOW STEEL SECTION

AMERICANS W/DISABILITIES ACT

MTL

SIM SIMILAR

EJ EXPANSION JOINT

BOT/BTM

AFG ABOVE FINISH GRADE

PM PAINTED METAL

TONGUE & GROOVE

HIGH

CJ CONTROL JOINT

GWB GYPSUM WALL BOARD

CT CERAMIC TILE

EQ EQUAL

HC HANDICAP ACCESSIBLE

OH OVERHEAD / OPPOSITE HAND

VCT

NTS

N/A NOT APPLICABLE

HMF HOLLOW METAL FRAME

JANITORJAN

JC JANITOR CLOSET

M MEN’S

STAINLESS STEELSSTL

STRUCT STRUCTURAL

TO TOP OF

UON UNLESS OTHERWISE NOTED

CONT CONTINUOUS

NOT TO SCALE

VINYL COMPOSITE TILE

SCHEDULESCHED

WOODWD

CABINET

IBC INTERNATIONAL BUILDING CODE

LSC LIFE SAFETY CODE

MAU MAKE UP AIR UNIT

CU COOLING UNIT

OFD OVERFLOW DRAIN

RD ROOF DRAIN

HIGH POINTHP

LP LOW POINT

MIRR MIRROR

RM ROOM

UNO UNLESS NOTED OTHERWISE

SHT SHEET

OPG OPENING

PP PERSONAL PROPERTY

IBE INSTALLED BUILDING EQUIPMENT

BO BOTTOM OF

MILITARY VEHICLEMV

POV PERSONAL OWN VEHICLE

COR

COTR CONTRACTING OFFICER

TECHNICAL REPRESENTATIVE

RTOC

TOC TACTICAL OPERATIONS CENTER

LONG, LARGE

SMALLSM

MCER

CENTER LINE

GFCI

CHANNEL FRAMING SYSTEMCFS

VTC VIDEO TELECONFERENCING

VTR VENT

CEILINGCLG

CLI CONTRACT LINE ITEM

P PAINT

POINT/PRESSURE TREATED

LBP LEAD BASED PAINT

MR MOISTURE RESISTANT

PEMB

CONTRACTING OFFICER

REPRESENTATIVE

CLASS/COLUMN LINE/

CENTER LINE

GOVERNMENT FURNISHED

AND CONTRACTOR INSTALLED

MAIN COMMUNICATION

EQUIPMENT ROOM

RECONFIGURABLE TACTICAL

OPERATIONS CENTER

KEYED NOTE SYMBOL

ROOM NAME & NUMBERSECTION REFERENCE DETAIL REFERENCE ELEVATION REFERENCE INTERIOR ELEVATION DESIGNATION

D

C

B

A

OPENING TYPE SYMBOLS

ROOM NAME

____111

A 111_

OA

VICINITY MAP

SYMBOLS

SECTION NUMBER

SHEET WHERE SECTION

IS DRAWN

DETAIL NUMBER

SHEET WHERE DETAIL

IS DRAWN

ELEVATION NUMBER

SHEET WHERE ELEVATION

IS DRAWN

ELEVATION NUMBER

SHEET WHERE ELEVATION

IS DRAWN

ROOM NUMBER

SEE RELATED KEYED

NOTE THIS SHEET

GLASS TYPE SYMBOL

DOOR TYPE SYMBOL

PARTITION TYPE SYMBOL

REVISION INDICATOR

GENERAL NOTES

MATERIAL SYMBOLS

XX

TITLE

SCALE

DRAWING TITLE

ALUMINIUM

A B

B R

E V

IA

T

IO

M B

O L

S

G-002

BLDG 3349 & 3353

BLDG 3349

PROJECT SITE

GENERAL NOTES

1.

2.

3. WRITTEN SCALE INFORMATION IS INTENDED AS A GUIDE FOR INTERPRETATION OF FULL SIZE DRAWINGS. GRAPHIC SCALE

INFORMATION IS INTENDED AS A GUIDE FOR INTERPRETATION OF REDUCED SIZE DRAWINGS

4.

5.

6. CONTRACTOR SHALL REFER TO AND CROSS REFERENCE DETAILS DIMENSIONS, NOTES AND REQUIREMENTS SHOWN ON THE

ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS SHOWN ON OTHER DISCIPLINES’ DRAWINGS.

7.

8.

9.

10.

ARCHITECTURAL DIMENSIONS SHOWN ON DRAWINGS ARE FINISH DIMENSIONS FROM THE FACE OF CONCRETE, MASONRY, STEEL AND/OR FACE OF GYPSUM WALL BOARD PARTITION TO STRUCTURAL GRID LINE OR TO FACE OF CONCRETE, MASONRY, STEEL AND/OR FACE OF GYPSUM WALL BOARD PARTITION, U.N.O.

CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS, AND REPORT DISCREPANCIES TO THE

CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO COMMENCING OF INSTALLATION WORK.

ROUGH OPENING (R.O.) AND MASONRY OPENING (M.O.) DIMENSIONS SHOWN ON DRAWINGS ARE NOMINAL OR MODULAR

DIMENSIONS. ACTUAL DIMENSIONS MAY VARY DEPENDING ON THE TYPE OF BUILDING ELEMENT. COORDINATE WITH

MANUFACTURER’S DIMENSIONS.

CONTRACTOR SHALL REFER TO MECHANICAL DRAWINGS FOR ALL MECHANICAL DETAILS.

CONTRACTOR SHALL REFER TO ELECTRICAL DRAWINGS FOR THE LIGHTING FIXTURE MOUNTING HEIGHTS. UON.

APPLIANCES ARE GOVERNMENT FURNISHED AND GOVERNMENT INSTALLED (GFGI). CONTRACTOR SHALL COORDINATE

WITH GOVERNMENT AND PROVIDE THE REQUIRED POWER, PLUMBING, AND OTHER REQUIRED UTILITIES AS APPLICABLE.

CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR THE GENERAL LAYOUTS OF THE

MECHANICAL AND ELECTRICAL.

ITEMS INDICATED ON THE DRAWINGS AS NIC ARE "NOT IN CONTRACT". THESE ITEMS ARE SHOWN FOR REFERENCE ONLY

AND SHOULD NOT BE INCLUDED IN THE CONTRACTOR’S BID. PROVIDE ELECTRICAL AND MECHANICAL CONNECTIONS WHERE

INDICATED ON DRAWINGS.

11.

PEMB

PEMB

PEMB

PRE-ENGINEERED METAL BUILDING

BUILDING NUMBER

BLDG 3353

EXISTING PAD TO REMAIN

EQUIPMENT LAY-DOWN AREA

BLDG 3350

BY OTHERS

TR TELECOMMUNICATION ROOM

A K

K P

G L

X

AXXX

X

AXXX X

AXXX

AXXX

ELEVATIONS NOTED ON ARCHITECTURAL DRAWINGS ARE BASED ON AN ASSUMED GROUND FLOOR TOP OF SLAB

ELEVATION. SEE CIVIL FOR ACTUAL TOP OF GROUND FLOOR SLAB ELEVATION (BASED ON MEAN SEA LEVEL

DATUM)

EQUATED TO THE ELEVATION FOR ALL BUILDINGS.

PUMP

ROOM

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

R

S T

E

B O

R A

T O

R

8’0 4’ 16’

SCALE:1/8"=1’

J B

M A

C

SHEET NOTES

TD = ’XX’

X

Y

W

Z

1. MEANS OF EGRESS

2. OCCUPANT LOAD

3. EXIT CAPACITY

TRAVEL DISTANCE

(FEET)

W = EXIT CAPACITY FACTOR (IN./PER)

X = OCCUPANTS USING EXIT (PER)

Y = EXIT CAPACITY (PER)

Z = EXIT CLEAR WIDTH (IN.)

TD = 80

0.3

0.3

PERSONS

OCCUPANCY CLASSIFICATION:

CONSTRUCTION TYPE:

ALLOWABLE AREA:

ACTUAL HEIGHT:

ALLOWABLE HEIGHT:

FIRE RESISTANCE RATING

STRUCTURAL FRAME

BEARING WALLS

MAXIMUM TRAVEL DISTANCE:

COMMON PATH OF TRAVEL:

DEAD END CORRIDOR:

INTERIOR/EXTERIOR WALLS

FLOOR/ROOF CONSTRUCTION

TYPE II-B

0 HOUR

0 HOUR

0 HOUR / 1 HOUR

0 HOUR

26,000 SQFT

55 FT (4 STORIES)

STORAGE (S-2)

NO LIMIT (LOW-HAZARD STORAGE)

NO LIMIT (LOW-HAZARD STORAGE)

NO LIMIT (LOW-HAZARD STORAGE)

3,380 SQFT

CODE SUMMARY (BUILDING 3349)

36 FT (3 STORIES)

LIFE SAFETY PLAN - BUILDING 3349 - MAGAZINE LEVEL

SCALE: 1/8" = 1’-0"

CODES AND STANDARDS USED, BUT NOT LIMITED TO:

- INTERNATIONAL BUILDING CODE (2006 EDITION)

- UFC 1-200-01 (27 NOVEMBER 2007 EDITION)

- UFC 3-600-01 (26 SEPTEMBER 2006 EDITION)

- UFC 4-021-01 (9 APRIL 2008 EDITION)

- NFPA 13 (2007 EDITION)

- NFPA 70 (2005 EDITION)

- NFPA 72 (2007 EDITION)

- NFPA 101 (2006 EDITION)

XX INDUSTRIAL (100 GROSS SQFT PER OCCUPANT)

INDUSTRIAL

LS-101

B U

IL

D

L

IF

F E

A N

M A

G A

Z

V E

L

ACTUAL FLOOR AREA:

OCCUPANT LOADS (THIS FLOOR)

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

NEW YORK DISTRICT

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

R

S T

E

B O

R A

T O

R Y

N

BLDG

BLDG

Sheet of 195

6 8 10 12

B .1

C .1

C

7 9 11

B

B .6

.1

MAGAZINE ROOM 1

MAGAZINE ROOM 2

MAGAZINE ROOM 3

AREA WAY

WATER

TANK

STORAGE

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

R

S T

E

B O

R A

T O

R Y

N

BLDG

BLDG

CORRIDOR

CORRIDOR

WORKROOM

COPY/WORKROOM

BREAK 136

JC

TOILET/SHOWER

TOILET

MECH

TR

EMERG

SHOWER

ELEC

LOADER ROOM 1

LOADER ROOM 3

GUN WORKROOM 121

LOADER ROOM 2

OFFICE

B

C 1 2 3 5 66 8 10 127 7 9 11

A .4

13 14

WORKSTATIONS

KIT

JC

UNI

KITTING ROOM

WAITING

ROOM

GENERAL

WAREHOUSE AREA

PUMP ROOM

COPY

ROOM

A B

C

1 2 3 4 5 66 7 8 9 10 118.37.46.7

J B

M A

C

X

Y

W

Z

XX

1. MEANS OF EGRESS

2. OCCUPANT LOAD

3. EXIT CAPACITY

TRAVEL DISTANCE

(FEET)

W = EXIT CAPACITY FACTOR (IN./PER)

X = OCCUPANTS USING EXIT (PER)

Y = EXIT CAPACITY (PER)

Z = EXIT CLEAR WIDTH (IN.)

0.2

0.3

BUSINESS (100 GROSS SQFT PER OCCUPANT)XX

STORAGE / MECHANICAL

(300 GROSS SQFT PER OCCUPANT)

TD = 76

XX

ASSEMBLY-UNCONCENTRATED

(15 NET SQFT PER OCCUPANT)

SCALE:3/32"=1’

0 8’ 16’ 24’

TD = 175

4. OCCUPANT EGRESS FROM ADJACENT LEVEL

XX

0.2

OCCUPANTS USING EXIT FROM ADJACENT LEVEL

0.2

0.2

0.2

0.2

XX INDUSTRIAL (100 GROSS SQFT PER OCCUPANT)

0.2

0.2

TD = 96

5. FIRE RESISTANCE RATING

SMOKE PARTITION

0.2

AREA OPEN FROM

MAGAZINE LEVEL

LS-111

B U

IL

D

L

F E

A N

G R

O U

V E

L

OCCUPANCY CLASSIFICATION:

CONSTRUCTION TYPE:

ALLOWABLE AREA:

ALLOWABLE HEIGHT:

FIRE RESISTANCE RATING

STRUCTURAL FRAME

BEARING WALLS

MAXIMUM TRAVEL DISTANCE:

COMMON PATH OF TRAVEL:

DEAD END CORRIDOR:

INTERIOR/EXTERIOR WALLS

FLOOR/ROOF CONSTRUCTION

TYPE II-B

0 HOUR

0 HOUR

0 HOUR / 1 HOUR

0 HOUR

26,000 SQFT

55 FT (4 STORIES)

9,124 SQFT

36 FT (3 STORIES)

BUSINESS (B)

STORAGE (S-2)

300 FT (BUSINESS)

100 FT (BUSINESS)

50 FT (BUSINESS)

NO LIMIT (LOW-HAZARD STORAGE)

NO LIMIT (LOW-HAZARD STORAGE)

NO LIMIT (LOW-HAZARD STORAGE)

250 FT (INDUSTRIAL)

100 FT (INDUSTRIAL)

50 FT (INDUSTRIAL)

11,500 SQFT

ACTUAL HEIGHT (BLDG 3349):

ACTUAL HEIGHT (BLDG 3353): 26 FT (1 STORY)

CODE SUMMARY (BUILDING 3349 / 3353)

ACTUAL FLOOR AREA (BLDG 3349):

ACTUAL FLOOR AREA (BLDG 3353):

OCCUPANT LOADS (THIS FLOOR)

1 SCALE: 1/8" = 1’-0"

LIFE SAFETY PLAN - BUILDING 3349 - LOADER LEVEL

2 SCALE: 1/8" = 1’-0"

LIFE SAFETY PLAN - BUILDING 3353

CODES AND STANDARDS USED, BUT NOT LIMITED TO:

- INTERNATIONAL BUILDING CODE (2006 EDITION)

- UFC 1-200-01 (27 NOVEMBER 2007 EDITION)

- UFC 3-600-01 (26 SEPTEMBER 2006 EDITION)

- UFC 4-021-01 (9 APRIL 2008 EDITION)

- NFPA 13 (2007 EDITION) - NFPA 70 (2005 EDITION)

- NFPA 72 (2007 EDITION) - NFPA 101 (2006 EDITION)

ASSEMBLY PERSONS59

BUSINESS PERSONS19 (1,807 SQFT)

PERSONS59 (5,807 SQFT)

(873 SQFT)

PERSONS3

INDUSTRIAL

ACCESSORY (637 SQFT)

PERSONSTOTAL:

(1,717 SQFT)

BUILDING 3349

PERSONS18

PERSONS33

PERSONS51

BUILDING 3353

(9,783 SQFT)

CODES AND STANDARDS USED, BUT NOT LIMITED TO:

- INTERNATIONAL BUILDING CODE (2006 EDITION)

- UFC 1-200-01 (27 NOVEMBER 2007 EDITION)

- UFC 3-600-01 (26 SEPTEMBER 2006 EDITION)

- UFC 4-021-01 (9 APRIL 2008 EDITION)

- NFPA 13 (2007 EDITION)

- NFPA 70 (2005 EDITION)

- NFPA 72 (2007 EDITION)

- NFPA 101 (2006 EDITION)

8’0 4’ 16’

SCALE:1/8"=1’

J B

M A

C

X

Y

W

Z

1. MEANS OF EGRESS

2. OCCUPANT LOAD

3. EXIT CAPACITY

TRAVEL DISTANCE

(FEET)

W = EXIT CAPACITY FACTOR (IN./PER)

X = OCCUPANTS USING EXIT (PER)

Y = EXIT CAPACITY (PER)

Z = EXIT CLEAR WIDTH (IN.)

0.3

0.3

0.3

PERSONS

OCCUPANCY CLASSIFICATION:

CONSTRUCTION TYPE:

ALLOWABLE AREA:

ACTUAL HEIGHT:

ALLOWABLE HEIGHT:

FIRE RESISTANCE RATING

STRUCTURAL FRAME

BEARING WALLS

MAXIMUM TRAVEL DISTANCE:

COMMON PATH OF TRAVEL:

DEAD END CORRIDOR:

INTERIOR/EXTERIOR WALLS

FLOOR/ROOF CONSTRUCTION

TYPE II-B

0 HOUR

0 HOUR

0 HOUR / 1 HOUR

0 HOUR

26,000 SQFT

55 FT (4 STORIES)

STORAGE (S-2)

NO LIMIT (LOW-HAZARD STORAGE)

NO LIMIT (LOW-HAZARD STORAGE)

NO LIMIT (LOW-HAZARD STORAGE)

4,323 SQFT

CODE SUMMARY (BUILDING 3349)

36 FT (3 STORIES)

LIFE SAFETY PLAN - BUILDING 3349 - DECK LEVEL

LS-121

SCALE:�" = 1’-0"

B U

IL

D

L

F E

A N

D E

V E

L

ACTUAL FLOOR AREA:

OCCUPANT LOADS (THIS FLOOR)

XX INDUSTRIAL (100 GROSS SQFT PER OCCUPANT)

INDUSTRIAL

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

NEW YORK DISTRICT

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

R

S T

E

B O

R A

T O

R Y

N

BLDG

BLDG

Sheet of 195

6 8 10 12

B .1

C .1

C

7 9 11

B

B .6

WATER MAIN PER

PICATINNY BASE

MAPPING

PLAN VIEW

M A

T

I N

E

KEY MAP

NOT TO SCALE

PLAN VIEW

A

T

E

EXISTING FIRE HYDRANT

TO BE REMOVED

SAWCUT EXISTING

PAVEMENT

EXISTING BUILDING

TO BE REMOVED

IN ENTIRETY BY OTHERS

INSERTION VALVE

CUT & CAP EX'G. WATER LINE

APPROXIMATE LIMIT OF DISTURBANCE

ENTIRE AREA TO BE CLEARED / REGRADED

AS REQUIRED FOR PROPOSED SITE

CONSTRUCTION EXISTING PAVEMENT

TO BE REMOVED

OVERHEAD ELECTRIC

WIRES AND POLES

TO BE REMOVED

WATER LINE

TO BE REMOVED

PLAN VIEW

M A

T

E

KEY MAP

NOT TO SCALE

NOTE:

EXISTING IMPROVEMENTS / CONDITIONS

TO BE REMOVED ARE SHOWN DARK.

ITEMS TO REMAIN ARE SHOWN HALF-TONE.

TYPICAL FOR DEMOLITION PLANS ONLY.

SAWCUT EXISTING

PAVEMENT

EXISTING WOODED

AREA TO BE

REMOVED (TYP.)

EXISTING PAVEMENT

TO BE REMOVED (TYP.)

EXISTING BUILDING TO BE

REMOVED BY OTHERS;

CONCRETE PAD TO REMAIN

EXISTING WATER LINE

TO BE REMOVED

EXISTING HYDRANT & VALVE

TO BE REMOVED

EXISTING WATER VAULT

& BOLLARDS TO BE REMOVED

EXISTING BUILDING

TO BE REMOVED

IN ENTIRETY BY OTHERS

EX'G. PAVEMENT

TO BE REMOVED

AS REQUIRED FOR

UTILITY INSTALLATION

INSERTION VALVE,

CUT & CAP EX'G.

6" WATER MAIN

EXISTING WATER MAIN

TO BE REMOVED

PLAN VIEW

M A

T

E

KEY MAP

NOT TO SCALE

M A T C H L I N E

4' WIDE CONCRETE

SIDEWALK

MEET EXISTING

PAVEMENT

MEET EXISTING

PAVEMENT

10+00

11+00

12+00 13+00 14+00

15+00 16+00 17+00

EXISTING BUILDING

#3350

TO BE RECONSTRUCTED BY OTHERS

F.F. 967.33

NEW

BUILDING

#3349

F.F. 965.90

TURRET STAND

R

AM

P U

P

R

AM

P D

O W

N

3' WIDE CONCRETE WALK

DRY LAID BLOCK

RETAINING WALL (TYP.)

CONCRETE PAD FOR

CRANE LOADING OPERATIONS

5' WIDE CONCRETE

SIDEWALK (TYP.)

CHILLER ENCLOSURE

W/ CONCRETE PAD

6'x6' CONCRETE PAD

FOR TRANSFORMER

8'x8' CONCRETE PAD

FOR TRANSFORMER

10" CONCRETE CURB (TYP.)

GRAVEL

4' WIDE CONCRETE WALK

6'

JIB CRANE LOCATION

SEE STRUCTURAL DWGS.

12' D.C.

(2) R7-8 VA

MOUNTED ON

FENCE

91.50'

D.C.

.5

0'

29.33'

223.21'

16.42'

123.05'

14.75'

8.66'F.F.

963.90

FULL DEPTH

BITUMINOUS

PAVEMENT

(OPTION 1)

EOP

EOP

STA. 15+26.88

N 772331.4072 E 481530.8601

STA. 14+35.38

N 772411.8570 E 481574.4499

DRY LAID MODULAR

BLOCK STEPS

WITH HANDRAILS

10'

CURB

TAPER

10'

CURB

TAPER

24' D.C.

28' D.C.

(2) PREFERRED PARKING

SIGNS, FENCE-MOUNTED

COORDINATE DEPRESSED

CURB LOCATION WITH

BUILDING 3350 CONSTRUCTION

PLANS BY OTHERS

DRY LAID MODULAR BLOCK

RETAINING WALL WITH

TRENCH DRAIN (TYP.)

CABLE GATE

(UTILIZE BOLLARD

AS END POST)

R = 10.5

R = 75

PLAN VIEW

M A

T

E

9' 18'

10" CONCRETE

CURB

4" WIDE WHITE

STRIPING (TYP.)

BITUMINOUS

PAVEMENT

(TYP.)

15' x 20' DUMPSTER

ENCLOSURE

CONCRETE

LOADING PAD

6" WIDE YELLOW

STRIPING

FIRE SERVICE

PUMP STATION

FULL-DEPTH

BITUMINOUS

PAVEMENT

(OPTION 1)

NEW

BUILDING

#3353

F.F. 968.00

RAMP

R

AM

P

LOADING DOCK;

REFER TO

STRUCTURAL PLANS

17+00 18+00 19+00

R70.5'

50'

8'

6' WIDE

CONCRETE

SIDEWALK

EXISTING CONCRETE PAD

TO REMAIN

#3352

EL. 965.61

20+00

20' WIDE BITUMINOUS RAMP

FLUSH W/ CONCRETE PAD

90 LF DRY LAID

RETAINING WALL

(2) R7-8 VA

8' 8'

8'

EOP

FULL DEPTH

PAVEMENT

REPLACEMENT

M

EE

T

EX

IS

TI

NG

(T

YP

199.00'

199.00'

.5

0' 60.50'

EDGE OF PAVEMENT

MEET EXISTING

PAVEMENT

CABLE

GATE

DRY LAID

MODULAR BLOCK

STEPS W/ HANDRAILS

CONCRETE PLATFORM

4'

4'

BICYCLE RACK 21+00

FULL DEPTH

PAVEMENT

REPLACEMENT

FULL DEPTH

PAVEMENT

REPLACEMENT

CONCRETE

TRANSFORMER

PAD

FULL DEPTH

PAVEMENT

REPLACEMENT

M

EE

T

EX

IS

TI

NG

(T

YP

PLAN VIEW

M A

T

E

KEY MAP

NOT TO SCALE

10+00 11+00

12+00 13+00 14+00 15+00 16+00 17+00

9+00

+2.50 %

PVI = 10+05

EL. = 967.00

50' VC

P V

C

+8

E

L.

.3

P V

T

+3

E

L.

.3

PVI = 12+15

EL. = 970.08

250' VC

HP = 11+80.5

EL. = 968.91

P V

C

0+

E

L.

.2

P V

T

+4

E

L.

.8

PVI = 14+00

EL. = 965.28

100' VC

P V

C

3+

E

L.

.5

P V

T

+5

E

L.

.0

PVI = 16+00

EL. = 964.12

100' VC

LP = 15+93.6

EL. = 964.28

P V

C

5+

E

L.

.4

P V

T

+5

E

L.

.5

P V

C

6+

E

L.

.6

S

TA

. 9 +4

8± E

L.

.5

M

EE

T

EX

IS

TI

N G

+1.45 %

-2.60 %

-0.59 % +0.75 %

M A

TC

H

L

7+

EXISTING GRADE

PROPOSED GRADE

6.

7.

8.

8.

8.

8.

7.

6.

5.

5.

4.

4.

4.

4.

4.

12'12' CURB OR E.O.P.

PER PLAN

SEE PAVEMENT DETAIL

2.0 %2.0 %

TYPICAL ROAD SECTION

STATION 10+50 TO 19+00

10+00

11+00

12+00 13+00 14+00

15+00 16+00 17+00

EXISTING BUILDING

#3350

TO BE RECONSTRUCTED BY OTHERS

F.F. 967.33

NEW

BUILDING

#3349

F.F. 965.90

TURRET STAND

PAD

ELEV.

966.00

D.C.

D.C. D.C.

91.50'

.5

0'

29.33'

223.21'

16.42'

123.05'

14.75'

8.66'F.F.

963.90

ALL DISTURBED AREAS

TO BE RESTORED WITH

TOPSOIL, FERTILIZER,

AND SEED UNLESS

OTHERWISE NOTED

PLAN VIEW

PROFILE - CENTER LINE OF WHITEK ROAD

SCALE AS SHOWN

M A

T

17+00 18+00 19+00 20+00 21+00

PVI = 17+75

EL. = 965.43

200' VC

HP = 17+60.7

EL. = 965.01

P V

T

+7

E

L.

.4

PVI = 20+00

EL. = 963.18

100' VC

P V

C

9+

E

L.

.6

P V

T

+5

E

L.

.7

S

TA

. 2 1+

B C

E L.

.0

-2.72 %

-1.00 %

M A

TC

H

L

7+

4.

5.

4.

4.

4.

3.

2.

1.

0.

NEW

BUILDING

#3353

F.F. 968.00

17+00 18+00 19+00

EXISTING CONCRETE PAD

TO REMAIN

#3352

EL. 965.61

20+00

10' CURB TAPER

FIRE SERVICE

PUMP HOUSE

ELEV. 968.50

199.00'

199.00'

.5

0' 60.50'

21+00

ALL DISTURBED AREAS

TO BE RESTORED WITH

TOPSOIL, FERTILIZER,

AND SEED UNLESS

OTHERWISE NOTED

DISTURBED AREAS TO BE

REGRADED AT 2:1 AND RESTORED

WITH TYPE VI STABILIZATION MAT

AND WILDFLOWER SEED MIX

16+00

17+00

FULL DEPTH

PAVEMENT

REPLACEMENT

M

EE

T

EX

IS

TI

NG

(T

YP

PLAN VIEW

PROFILE - CENTER LINE OF WHITEK ROAD

SCALE AS SHOWN

M A

T

KEY MAP

NOT TO SCALE

10+00

11+00

12+00 13+00 14+00

15+00 16+00 17+00

EXISTING BUILDING

#3350

TO BE RECONSTRUCTED BY OTHERS

F.F. 967.33

2" DOMESTIC WATER

6" FIRE SERVICE WATER

6" SANITARY CONNECTION

INV. 961.25

NEW

BUILDING

#3349

F.F. 965.90

TURRET STAND

GAS

3" DOMESTIC WATER

4" SAN. - INV. 959.90±

DROP C/O INV. 958.47

(2) 4" COMM.

CONDUIT

4" SAN. INV. 961.90±

DROP C/O

INV. 959.00

6" FIRE SERVICE

WATER

(2) 4" COMM. CONDUIT

(3) 4" ELECTRIC CONDUIT

A

B A B

C

REFER TO MECHANICAL

PLANS FOR PIPING FROM

MECHANICAL ROOM TO

CHILLER ENCLOSURE

UNDERGROUND ELECTRIC

TO TRANSFORMERS

UNDERGROUND

COMMUNICATION LINE

(4) 4" ELECTRIC CONDUIT

(6) 4" ELECTRIC CONDUIT

91.50'

.5

0'

29.33'

223.21'

16.42'

123.05'

14.75'

8.66'F.F.

963.90

ELECTRIC / COMMUNICATIONS

MANHOLE (TYP.)

2" SUMP PUMP DISCHARGE ONTO

3' x 3' x 6" THICK RIP RAP PAD

INV. 957.00

GAS

METER

GAS SERVICE

A

B

C

A B

A C

2" SUMP PUMP DISCHARGE ONTO

3' x 3' x 6" THICK RIP RAP PAD

INV. 957.00

C/O INV. 963.00

B

A

A

A A

A A

A A

A

C/O INV. 961.75

C/O INV. 962.65

PLAN VIEW

M A

T

E

NEW

BUILDING

#3353

F.F. 968.00

17+00 18+00 19+00

GAS SERVICE

EXTENSION

OVERHEAD ELECTRIC AND

COMMUNICATION SERVICES

EXISTING OVERHEAD ELECTRIC

AND COMMUNICATIONS SERVICES

(FIBER OPTICS BEING EXTENDED

ALONG BELT ROAD UNDER

SEPARATE PROJECT)

SANITARY MANHOLE

(11 TYP.)

14+00

15+00

EXISTING CONCRETE PAD

TO REMAIN

#3352

EL. 965.61

UNDERGROUND ELECTRIC

TO TRANSFORMER

4" FIRE ALARM

CONDUIT

(2) 2" POWER CONDUIT

4" SANITARY, INV. 960.00

(2) 4" COMM. CONDUIT

(3) 4" ELECTRIC CONDUIT

2" DOMESTIC WATER

8" FIRE SERVICE WATER

S

(2) 2 1/2" HOT WATER

(2) 2" COLD WATER

2" COMPRESSED AIR

(2) 3" HOT WATER

(2) 2" COLD WATER

TO BLDG. #3350

REFER TO PLANS BY OTHERS

FOR CONTINUATION

8" DIP DOMESTIC

WATER MAIN

8" DIP DOMESTIC

WATER MAIN

8" DIP FIRE SERVICE

WATER MAIN

20+00

A B

C A B

A

B

A B

A

B

A

B

A

B

A

B C

UNDERGROUND COMM.

CONDUIT TO BLDG. 3353

199.00'

199.00'

.5

0' 60.50'

190 LF 12" ROOF DRAIN

COLLECTION SYSTEM /

TRENCH DRAIN @ 1.00% SLOPE

150 LF 12" HDPE

ROOF DRAIN

COLLECTION SYSTEM

STUB FOR CONNECTION

FROM BUILDING 3350,

DESIGN BY OTHERS

C

A B

A

B

C

A B

C

A

A

B

C/O INV. 964.50 C/O INV. 962.60

C/O INV. 962.00

150 LF 12" HDPE

ROOF DRAIN

COLLECTION SYSTEM

C/O INV. 963.50

175 LF 6" HDPE TRENCH DRAIN

C/O INV. 961.00

C/O INV. 960.70

300 LF 42" NON-PERF.

HDPE DETENTION SYSTEM

(5 ROWS @ 50' EACH)

C/O INV. 962.65

C/O INV. 962.50

A

A

B

B

A

A A AB

C

21+00

6' L x 4' W SCOUR HOLE d50=7", 14" THICK

W/ FILTER FABRIC

16+00

17+00

WET TAP & VALVE

PLAN VIEW

M A

T

E

KEY MAP

NOT TO SCALE

10+00

11+00

12+00 13+00 14+00

15+00 16+00 17+00

EXISTING BUILDING

#3350

TO BE RECONSTRUCTED BY OTHERS

F.F. 967.33

NEW

BUILDING

#3349

F.F. 965.90

TURRET STAND

91.50'

.5

0'

29.33'

223.21'

16.42'

123.05'

14.75'

8.66'F.F.

963.90

INLET PROTECTION

(TYP.)

APPROXIMATE LIMIT OF DISTURBANCE

160,605 SF (3.69 ACRES)

STABILIZED CONSTRUCTION

ENTRANCE

SILT FENCE

(TYP.)

A

B

C

A B

A C

2" SUMP PUMP DISCHARGE ONTO

3' x 3' x 6" THICK RIP RAP PAD

INV. 957.00

C/O INV. 963.00

B

A

A

A A

A A

A A

A

C/O INV. 961.75

C/O INV. 962.65

PLAN VIEW

M A

T

E

NEW

BUILDING

#3353

F.F. 968.00

17+00 18+00 19+00

EXISTING CONCRETE PAD

TO REMAIN

#3352

EL. 965.61

20+00

199.00'

199.00'

.5

0' 60.50'

190 LF 12" ROOF DRAIN

COLLECTION SYSTEM /

TRENCH DRAIN @ 1.00% SLOPE

INLET PROTECTION

(TYP.)

APPROXIMATE LIMIT OF DISTURBANCE

160,605 SF (3.69 ACRES)

TEMPORARY TOPSOIL

STOCKPILE

SILT FENCE

(TYP.)

STUB FOR CONNECTION

FROM BUILDING 3350,

DESIGN BY OTHERS

C

A B

A

B

C

A B

C

A

A

B

C/O INV. 964.50 C/O INV. 962.60

C/O INV. 962.00

150 LF 12" HDPE

ROOF DRAIN

COLLECTION SYSTEM

C/O INV. 963.50

175 LF 6" HDPE TRENCH DRAIN

C/O INV. 961.00

C/O INV. 960.70

300 LF 42" NON-PERF.

HDPE DETENTION SYSTEM

(5 ROWS @ 50' EACH)

C/O INV. 962.65

C/O INV. 962.50

A

A

B

B

A

A A AB

C

21+00

6' L x 4' W SCOUR HOLE d50=7", 14" THICK

W/ FILTER FABRIC

PLAN VIEW

M A

T

E

KEY MAP

NOT TO SCALE

M A T C H L I N E

M A T C H L I N E

Sequence of Construction:

1. Install perimeter silt fencing. 3 days

2. Install stabilized construction entrance. 2 days

3. Clear and grub all additionally disturbed areas, strip and stockpile topsoil, encompass with silt fence. 5 days

4. Rough grade site. 15 days

5. Construct stormwater management from scour hole to detention basin. 20 days

6. Temporarily stabilize all disturbed areas. 5 days

7. Begin building construction, including walls. -

8. Rough grade roadway. 8 days

9. Install roadway drainage and inlet protection. 10 days

10. Install Building 3353 trench drain and additional silt fencing. 4 days

11. Extend water, gas, and sanitary sewer to site. Stop at cul-de-sac area. 30 days

12. Install turrets and all other heavy equipment within buildings. -

13. Extend all utilities to buildings. 30 days

14. Install site curbing. 10 days

15. Install bituminous pavements and concrete pads. 15 days

16. Install all walkways. 10 days

17. Permanently stabilize all disturbed areas. 3 days

18. Complete building construction. 300 days

19. Remove all temporary stabilization measures once all areas are permanently stabilized. 2 days

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

S

TA

. 1 0+

M

H

P5 R

IM

.1

1±

S

TA

. 1 0+

M

H

P6 R

IM

.0

7±

S

TA

. 1 1+

M

H

P7 R

IM

.2

1±

S

TA

. 1 2+

M

H

P8 R

IM

.7

4±

S

TA

. 1 3+

M

H

P9 R

IM

.1

8±

S

TA

. 1 4+

M

H

P

R

IM

.5 7±

S

TA

. 1 4+

M

H

P

D

O G

H O

U

SE

R

IM

.6 0±

E N

D O

F

SA

N . L

IN

E;

C O

N N

E C

T W

IT

H

E X'

G

S

TA

. 1 7+

M

EE

T

W / E

X' G

. W

AT

ER

L

IN

E

INV. 954.46

INV. 954.88

INV. 952.54

INV. 946.07

INV. 945.30

INV. 944.24

INV. 943.15

85 LF 8" PVC @ 0.5%

65 LF 8" PVC @ 2.8%

89 LF 8" PVC @ 7.2%

67 LF 8" PVC @ 1.0%

96 LF 8" PVC @ 1.0%

INV. 942.96

42 LF 8" PVC @ 2.4%

NEW 8" DIP WATER LINE

TO CONNECT TO EX'G.

APPROXIMATE

EXISTING GRADE

LEVEL

APPROXIMATE

PROPOSED GRADE

LEVEL

10" CURB

INV. 954.36

INV. 952.44

INV. 945.97

INV. 945.20

INV. 944.14

0.5%

REFER TO

UTILITY PLAN FOR

CONTINUATION

INV. 954.98

S

TA

. 1 5+

P

R O

VI

D

E H

YD

R

A N

T

V

AL

VE

A

T

LO

W P

O

IN

T

4' MIN.

COVER

PROFILE

SCALE AS SHOWN

PLAN - #3352 CHILLER PAD

CHILLER SLAB SECTION

NOT TO SCALE

PLAN - POST PLACEMENT

NOT TO SCALE

CHILLER ENCLOSURE ELEVATION

NOT TO SCALE

CABLE GATE DETAIL

NOT TO SCALE

TO BE PROVIDED

BY USER

1"

CLASS C

GALVANIZED

WIRE ROPE

6"