W912HN-19-B-3000.pdf

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE.:

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SAVANNAH DISTRICT

FORT STEWART, GEORGIA

LRC VEHICLE FACILITY

W912HN-19-B-3000 LRC

24 SEPTEMBER 2018

FY18, PN 86711

G E

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R A

L

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NEW VEHICLE FACILITY

N

ENGINEERING BRANCH

BUILDING 1141

INSPECTION BRANCH

BUILDING 1168

9.24.2018

Expires: 12312018

09/24/2018

Pending GA License #:

PE043719

6/15/20189/20/2018

DRAWING ABBREVIATIONS INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

SHEET NUMBER WITHIN

SERIES

ANNOTATION CALLOUTS/DRAWING SYMBOLS

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OHCD OVER HEAD COILING DOOR

REFER TO AEC CAD

STANDARDS FOR PROPER

SHEET NUMBERING

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

A SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

Room name

150 SF

PLAN NORTH

A101

SIM

A101

1 Ref

R e f

1Ref

R e f

A101

SIM

A101

SIM

LEVEL ELEVATION

LEVEL 1

0' - 0"

SYMBOLS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RAD RADIAT(-E, -ION, -OR)

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

US Army Corps of Engineers ®

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INDEX OF DRAWINGS

SHEET

NUMBER SHEET TITLE

PLUMBING

P-001 SYMBOLS AND

ABBREVIATIONS

P-111 DOMESTIC WATER

OVERALL FLOOR PLAN

P-112 SANITARY & VENT

UNDERFLOOR PLAN

P-113 SANITARY & VENT FIRST

FLOOR PLAN

P-401 DETAILS

P-402 DETAILS

P-501 SCHEDULES

P-601 DOMESTIC WATER RISER

DIAGRAM

P-602 SANITARY & VENT RISER

DIAGRAM

MECHANICAL

M-001 SYMBOLS AND

ABBREVIATIONS

M-111 OVERALL FLOOR PLAN

M-401 DETAILS & SCHEDULES

ELECTRICAL

E-001 LEGEND AND

ABBREVIATIONS

E-002 GENERAL NOTES AND

REFERENCES

ES101 ELECTRICAL SITE PLAN

E-501 DETAILS

E-502 DETAILS

E-503 DETAILS

EG101 LIGHTNING PROTECTION

PLAN

EG102 LRC FACILITY GROUNDING

PLAN

EP101 POWER PLAN

EP102 EQUIPMENT POWER PLAN

EP601 ONE-LINE DIAGRAM

EP701 PANELBOARD SCHEDULES

EL101 LIGHTING PLAN

EL102 MEZZANINE LEVEL

LIGHTING PLAN

EL701 LIGHTING SCHEDULES

TELECOMMUNICATION

TS101 SITE PLAN

T-001 LEGEND AND

ABBREVIATIONS

T-101 FLOOR PLAN

T-501 DETAILS

INDEX OF DRAWINGS

SHEET

NUMBER SHEET TITLE

BLAST BOOTH

BG001 GENERAL NOTES

BA402 ARCHITECTURAL FLOOR

PLAN

BA403 ARCHITECTURAL

REFLECTED CEILING PLAN

BA404 ARCHITECTURAL

ELEVATIONS

BM111 MECHANICAL OVERALL

FLOOR PLAN

BM112 MECHANICAL PIPING PLAN

BM401 MECHANICAL DETAILS &

SCHEDULES

BE101 ELECTRICAL BLAST BOOTH

POWER PLAN

BE102 ELECTRICAL BLAST BOOTH

EQUIPMENT PLAN

BE103 ELECTRICAL BLAST BOOTH

LIGHTING PLAN

BE601 ELECTRICAL BLAST BOOTH

ONE-LINE DIAGRAM

BE701 ELECTRICAL BLAST BOOTH

LIGHTING SCHEDULE

INDEX OF DRAWINGS

SHEET

NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX, SYMBOLS, &

ABBREVIATIONS

G-003 GENERAL NOTES

LIFE SAFETY

GI101 LIFE SAFETY PLAN

CIVIL

GC101 HAUL ROUTE

C-001 GENERAL NOTES

C-002 GENERAL NOTES

C-003 GENERAL NOTES

VF101 EXISTING CONDITIONS

BB101 BORE LOG

BB102 BORE LOG

BB103 BORE LOG

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CG101 GRADING PLAN

CG301 STORM DRAIN PROFILE

CU101 UTILITY PLAN

CE101 EROSION CONTROL PLAN

CE501 EROSION CONTROL

DETAILS

C-501 SITE DETAILS

C-502 SITE DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-003 GENERAL NOTES

S-004 GENERAL NOTES

S-005 TYPICAL CONCRETE

DETAILS

S-006 TYPICAL MASONRY

DETAILS

S-101 SLAB-ON-GRADE AND

FOUNDATION PLAN

S-102 ELEVATED SLAB FRAMING

PLAN

S-201 BUILDING ELEVATIONS

S-202 BUILDING ELEVATIONS

S-203 BUILDING ELEVATIONS

S-301 SECTIONS

S-401 PARTIAL FRAMING PLAN

S-501 DETAILS

S-502 DETAILS

S-503 DETAILS

S-601 SCHEDULES

ARCHITECTURAL

A-100 SITE PLAN

A-101 FIRST FLOOR PLAN

A-102 FIRST FLOOR REFLECTED

CEILING PLAN

A-103 ROOF PLAN

A-201 NORTH AND SOUTH

ELEVATIONS

A-202 EAST AND WEST

ELEVATIONS

A-301 BUILDING SECTIONS

A-310 WALL SECTIONS

A-401 ENLARGED RESTROOM

PLAN

A-510 ROOF DETAILS

A-520 ENLARGED DETAILS

A-530 LADDER DETAILS

A-601 PARTITION TYPES

A-602 DOOR SCHEDULE

A-603 DOOR DETAILS

A-604 DOOR AND LOUVER

DETAILS

A-801 PERSPECTIVE VIEWS

INTERIOR DESIGN

IF101 FURNITURE PLAN

IG501 ROOM SIGNAGE DETAILS

IN601 ROOM FINISH, SIGNAGE

SCHEDULE & LEGEND

9.24.2018

Expires: 12312018

09/24/2018

Pending GA License #:

US Army Corps of Engineers ®

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1. CONDUCT: WHILE IN OR ABOUT THE BUILDING, ALL TRADESPERSONS SHALL PERFORM IN A

DIGNIFIED, QUIET, COURTEOUS AND PROFESSIONAL MANNER AT ALL TIMES. TRADESPERSONS

SHALL WEAR CLOTHING SUITABLE FOR THEIR WORK AND SHALL REMAIN FULLY ATTIRED AT ALL

TIMES.

A. THE GOVERNMENT RESERVES THE RIGHT TO REMOVE ANYONE WHO IS CAUSING A DISTURBANCE TO ANY OCCUPANT OF THE BUILDING OR ANY OTHER PERSON USING OR SERVICING THE BUILDING;

IS INTERFERING WITH THE WORK OF OTHERS; OR IS ANY WAY DISPLAYING CONDUCT OR

PERFORMANCE NOT COMPATIBLE WITH THE GOVERNMENT’S STANDARDS.

B. THE PLAYING OF RADIOS IN ANY SPACE IS STRICTLY FORBIDDEN. ANY TRADESPERSON FOUND

PLAYING A RADIO WILL BE ASKED TO TURN IT OFF OR REMOVE IT FROM THE PREMISES.

C. SMOKING IS PROHIBITED IN ANY OF THE BUILDINGS.

NO TRADESPERSONS WILL BE PERMITTED TO ENTER ANY PRIVATE OR PUBLIC SPACE IN THE

BUILDING, OTHER THAN THE WORK AREA OR COMMON AREAS OF THE BUILDING NECESSARY TO

GIVE DIRECT ACCESS TO THE PREMISES, WITHOUT THE PRIOR APPROVAL OF THE GOVERNMENT.

2. STORAGE AND PLACEMENT: ALL CONSTRUCTION MATERIALS SHALL BE STORED ONLY IN THE

PREMISES OF THE WORK AREA. NO STORAGE OF MATERIALS WILL BE PERMITTED IN ANY PUBLIC

AREAS, LOADING DOCKS OR CORRIDORS LEADING TO THE PREMISES.

NO FLAMMABLE, TOXIC, OR OTHERWISE HAZARDOUS MATERIALS MAY BE BROUGHT IN OR ABOUT

THE BUILDING UNLESS AUTHORIZED BY THE GOVERNMENT, AND ALL APPLICABLE LAWS,

ORDINANCES, RULES AND REGULATIONS ARE COMPLIED WITH. ALL NECESSARY PRECAUTIONS

SHALL BE TAKEN BY THE CONTRACTOR HANDLING SUCH MATERIALS AGAINST DAMAGE OR INJURY

CAUSED BY SUCH MATERIALS.

3. SALVAGE AND WASTE REMOVAL: ALL RUBBISH, WASTE AND DEBRIS SHALL BE NEATLY AND

CLEANLY REMOVED FROM THE BUILDING BY THE CONTRACTOR DAILY UNLESS OTHERWISE

APPROVED BY THE GOVERNMENT. FOR ANY DEMOLITION AND DEBRIS REMOVAL, EACH

CONTRACTOR MUST MAKE ARRANGEMENTS WITH THE GOVERNMENT FOR THE SCHEDULING AND

LOCATION OF AN ADDITIONAL DUMPSTER.

VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND NOTIFY THE

GOVERNMENT OF ANY OMISSIONS, DISCREPANCIES AND/OR CONFLICTS PRIOR TO BEGINNING ANY

CONSTRUCTION. INCLUDE ALL WORK INDICATED ON THE DRAWINGS AND ALL WORK IMPLIED BY

THE EXISTING CONDITIONS TO FULLY COMPLETE THIS PROJECT. NOTIFY GOVERNMENT BEFORE

COMMENCING ANY WORK CONSIDERED AS OUT-OF-SCOPE.

FIELD CHECK EXISTING CONDITIONS AND DIMENSIONS.

4. DIMENSIONS: PARTITIONS SHALL BE DIMENSIONED FROM FINISH TO FINISH, UNLESS OTHERWISE

NOTED.

5. CLEAR DIMENSIONS: ALL DIMENSIONS NOTED AS "CLEAR" ARE TO BE MEASURED FROM FACE OF

FINISH MATERIALS OR TO THE EDGE OF THE FARTHEST PROTRUSION INTO A SPACE.

6. EXISTING SURFACES: PROTECT EXISTING SURFACES FROM ANY DAMAGE ALL EXISTING SURFACES

AND FINISHES ON JOB SITE AND ADJOINING AREAS TO REMAIN.

7. UNINTERRUPTED OPERATIONS: PROVIDE DUST PROTECTION, CLEAN UP AND RUBBISH REMOVAL

TO ALLOW FOR UNINTERRUPTED OPERATIONS. REMOVE ALL RUBBISH AND DEBRIS FROM THE

PROJECT AT THE END OF EACH WORKING DAY. ALL SOLVENTS AND FLAMMABLE PAINTS, ETC. ARE TO BE STORED IN NPPA APPROVED FIRE CABINETS OR DISPENSING CONTAINERS. ALL SOLVENTS OR FLAMMABLE LIQUID DEBRIS, STAINED RAGS, ETC. ARE TO BE REMOVED FROM THE PROJECT

SITE DAILY.

8. REPAIRS AND PATCHING: PROVIDE ALL REPAIRS AND PATCHING FLUSH TO EXISTING FINISHES.

REPLACE/REPAIR ALL DAMAGED AREAS TO MATCH THE EXISTING AT NO EXPENSE TO THE

GOVERNMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REPAIR OF ANY

DAMAGE TO ADJOINING FINISHES CAUSED BY THE WORK.

9. ACCESS PANELS: PROVIDE ACCESS PANELS AT ALL VALVES, DAMPERS AND JUNCTION BOXES FOR ELECTRICAL FIXTURES AND OTHER MECHANICAL AND PLUMBING EQUIPMENT REQUIRING ACCESS.

10. MATERIALS: ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS NOTED

OTHERWISE. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTIVE MATERIALS AND

WORKMANSHIP FOR THE SPECIFIED PERIOD, AFTER THE COMPLETION AND ACCEPTANCE BY THE

GOVERNMENT. THE CONTRACTOR SHALL REPAIR AND REPLACE AT HIS OWN EXPENSE, WHEN

ORDERED TO DO SO, ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIAL OR WORKMANSHIP

WITHIN THE SPECIFIED PERIOD OF TIME.

11. PUBLIC SAFETY: IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE COMPLETE AND SAFE

SEPARATION BETWEEN THE PUBLIC AND THE CONSTRUCTION, COORDINATE ALL ACCESS

REQUIREMENTS WITH THE GOVERNMENT.

12. PUNCH LIST: CONTRACTOR SHALL PROVIDE ACCESS AND THE MEANS AND EQUIPMENT OPERATOR FOR LIFT TO REACH ALL PROJECT AREAS DURING THE DETERMINATION OF THE PUNCH LIST AND

FOR THE INSPECTION OF THE EXECUTION OF THE PUNCH LIST.

13. WEATHER PROTECTION: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE WEATHER PROTECTION. NO PRECIPITATION AND/OR HIGH WINDS SHALL ENTER THE BUILDING AT

THE PROJECT AREA. PROVIDE HEAT TO PREVENT FREEZING OF THE WORK.

14. REINSTALLATION: EXISTING ITEMS TO BE REMOVED FOR REINSTALLATION ARE TO BE IDENTIFIED

AND ASSIGNED TO THE CONTRACTOR TO BE PROTECTED AND REFINISHED CORRECTING ANY

DAMAGE TO THE ITEM. ANY ITEMS NOTED TO BE SAVED OR SALVAGED BY THE GOVERNMENT

SHALL BE IDENTIFIED AND STORED IN A LOCATION ON SITE AS DIRECTED BY THE GOVERNMENT.

REINSTALLATION IS TO BE COMPLETED IN PLACE, INCLUDING CORRECTIONS OF AUXILIARY

MATERIALS AND WORK REQUIRED FOR A COMPLETE AND PROPERLY FUNCTIONING INSTALLATION.

15. CODE COMPLIANCES: ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, RULES, REGULATIONS, ORDERS AND OTHER LEGAL REQUIREMENTS OF PUBLIC AUTHORITIES

WHICH BEAR ON PERFORMANCE OF THE WORK.

20. CODE AND DRAWING CONFLICTS: WHERE WORK IS SHOWN IN THE CONTRACT DOCUMENTS IN

EXCESS OF THE ABOVE MINIMUM CODE REQUIREMENTS, THE WORK SHALL BE DONE IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CAREFULLY STUDY

AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND SHALL REPORT TO THE

GOVERNMENT OF ANY INCONSISTENCIES DISCOVERED. THE CONTRACTOR SHALL BE LIABLE TO

THE GOVERNMENT FOR PERFORMING ANY CONSTRUCTION ACTIVITY KNOWINGLY IT INVOLVES A

RECOGNIZED ERROR, INCONSISTENCY OR OMISSION. UNLESS INSTRUCTED BY THE GOVERNMENT, THE CONTRACTOR SHALL SELECT THE HIGHER LEVEL OF MATERIAL, WORKMANSHIP, METHOD OF

CONSTRUCTION AND MANUFACTURER IN AREAS OF CONFLICT.

21. MECHANICAL RUNS: ALL PIPING, DUCTS, CONDUIT, ETC. SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO THE BUILDING CONSTRUCTION. CUT ACCURATELY TO FIT FROM DIMENSIONS ESTABLISHED AT THE PROJECT SITE WITH ALLOWANCE MADE FOR THE CLEARANCE OF WINDOWS, DOORS, FIXTURES, AND OTHER OPENINGS.

22. PIPE SUPPORTS: ALL PIPES SHALL BE SUPPORTED FROM THE BUILDING IN A NEAT AND

WORKMANLIKE MANNER. WHEREVER POSSIBLE, PARALLEL RUNS OF HORIZONTAL PIPING SHALL

BE GROUPED TOGETHER ON ADJUSTABLE TRAPEZE HANGERS. SINGLE RUNS OF HORIZONTAL

PIPING SHALL BE SUPPORTED WITH CLEVIS-TYPE HANGERS. ON HORIZONTAL COLD PIPES THAT

MAY PRODUCE CONDENSATION, THE HANGERS SHALL BE ON THE OUTSIDE OF THE INSULATION.

VERTICAL RISERS SHALL BE SUPPORTED AT EACH FLOOR LINE WITH STEEL PIPE CLAMPS. ALL

HANGERS SHALL BE IN CONTACT WITH A FERROUS METAL.

23. EQUIPMENT LOCATION: THE GOVERNMENT MAY CHANGE THE LOCATION OF ANY EQUIPMENT 5' AND ANY PIPING, DUCTWORK, CONDUIT, ETC., 10' IN ANY DIRECTION WITHOUT EXTRA CHARGE, PROVIDED SUCH CHANGES ARE MADE BEFORE INSTALLATION.

24. RECYCLING: ALL RECYCLABLE MATERIALS (LISTED IN THE RECYCLING STANDARD OPERATING

PROCEDURES) GENERATED DURING THE ENTIRE TERM OF ANY CONSTRUCTION AND

DEMOLITION WILL BE TURNED OVER TO THE FORT STEWART OR HAAF RECYCLING PROGRAM.

CONTRACTORS MUST CONTACT THE COR WHO WILL COORDINATE WITH THE DPW

ENVIRONMENTAL WASTE MANAGEMENT SECTION (912-767-2010) TO ARRANGE FOR TURN-IN

OF RECYCLABLE/SALVAGEABLE MATERIALS.

25. UNLESS OTHERWISE SPECIFIED, THE GOVERNMENT RETAINS ALL SALVAGE RIGHTS.

CONTRACTORS SHALL RECYCLE CONSTRUCTION & DEMOLITION DEBRIS AS REQUIRED BY THE

INSTALLATION'S RECYCLING CLAUSE, 52.000-4061: RECYCLING, SALVAGE, AND DISPOSAL OF

MATERIALS FORT STEWART AND HUNTER ARMY AIRFIELD.

1. FIRESTOPPING: FIRESTOPPING SHALL BE DESIGNED AND CONSTRUCTED TO CLOSE ALL

CONCEALED DRAFT OPENINGS TO FORM AN EFFECTIVE FIRE BARRIER AGAINST THE SPREAD OF

FIRE AND SMOKE BETWEEN ANY BUILDING OR MECHANICAL ASSEMBLE RATED OR NON-RATED AS

REQUIRED BY AND ACCEPTABLE TO ALL AUTHORITIES HAVING JURISDICTION.

2. FIRESTOPPING MATERIALS: ALL FIRESTOPPING MATERIALS SHALL CONSIST OF APPROVED NON- COMBUSTIBLE MATERIALS SECURELY FASTENED IN PLACE ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND AS ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES PER ASTM E 8L4 BY

UNDERWRITERS LABORATORY, INC. CONTRACTOR SHALL HAVE CHOICE OF ANY U.L. APPROVED

SYSTEM SUBJECT TO FINAL APPROVAL BY GOVERNMENT. ALL FIRESTOPPED PENETRATIONS ARE

TO HAVE A UL RATING EQUAL TO OR GREATER THAN THE ASSEMBLY WHICH IT PENETRATES.

1. SEALANT: PROVIDE SEALANT TO FILL ALL GAPS AND UNEVEN ADJOINING MATERIALS. FILL ALL LINEAR AND SPOT GAPS AT WALLS AND AT CEILINGS CHANNELS AND WALLS. SEALANT TO MATCH ADJOINING SURFACES. PAINT TO CONCEAL SEALANT APPLICATION. SEE ASTM C920 FOR TYPE, USE AND GRADE CLASSIFICATIONS AND DESCRIPTIONS. CONTRACTOR TO CHOOSE APPLICABLE

SEALANT AND MANUFACTURER ACCORDING TO SPECIFIED REQUIREMENTS FOR USE INTENDED.

1. PRIOR TO START OF CONSTRUCTION CONTRACT, A CONSTRUCTION SECURITY PLAN, (CSP) SHALL BE SUBMITTED AND APPROVED BY THE CONTRACTING OFFICER, (CO) AND SECURITY APPROVING

OFFICER, (AO).

2. CONSTRUCTION PLANS AND ALL RELATED DOCUMENTS SHALL BE HANDLED AND PROTECTED IN

ACCORDANCE WITH THE CSP.

3. FOR SECURE AREA RENOVATION PROJECTS, BARRIERS SHALL BE INSTALLED TO SEGREGATE

CONSTRUCTION WORKERS FROM OPERATIONAL ACTIVITIES AND PROVIDE PROTECTION AGAINST

UNAUTHORIZED ACCESS AND VISUAL OBSERVATION. SPECIFIC GUIDANCE SHALL BE CONTAINED IN

THE CSP.

4. PERIODIC SECURITY INSPECTIONS SHALL BE CONDUCTED FOR THE DURATION OF THE PROJECT

TO ENSURE COMPLIANCE WITH CONSTRUCTION DESIGN AND SECURITY STANDARDS.

CONSTRUCTION AND DESIGN OF SECURE AREAS SHOULD BE PERFORMED BY U.S. COMPANIES

USING U.S. CITIZENS TO REDUCE RISK, BUT MAY BE PERFORMED BY U.S. COMPANIES USING U.S.

PERSONS (AN INDIVIDUAL WHO HAS BEEN LAWFULLY ADMITTED FOR PERMANENT RESIDENCE AS

DEFINED IN 8 U.S.C. § 1101(A)(20) OR WHO IS A PROTECTED INDIVIDUAL AS DEFINED BY TITLE 8 U.S.C. § 1324B (A)(3)). THE AO SHALL ENSURE MITIGATIONS ARE IMPLEMENTED WHEN USING NON-

U.S. CITIZENS. THESE MITIGATIONS SHALL BE DOCUMENTED IN THE CSP.

5. ALL SITE CONTROL MEASURES USED SHALL BE DOCUMENTED IN THE CSP. AMONG THE CONTROL

MEASURES THAT MAY BE CONSIDERED ARE THE FOLLOWING:

A. IDENTITY VERIFICATION.

B. RANDOM SEARCHES AT SITE ENTRY AND EXIT POINTS.

C. SIGNS AT ALL ENTRY POINTS LISTING PROHIBITED AND RESTRICTED ITEMS (E.G., CAMERAS, FIREARMS, EXPLOSIVES, DRUGS, ETC.).

D. PHYSICAL SECURITY BARRIERS TO DENY UNAUTHORIZED ACCESS.

E. VEHICLE INSPECTIONS.

1. IF ANY HAZARDOUS MATERIAL IS TO BE USED DURING CONSTRUCTION, PRIOR TO ANY ACTION, CONTRACTOR HAS TO COMPLETE 'HAZARDOUS MATERIAL AUTHORIZATION REQUEST FORM' AND

TO SUBMIT TO 78 CEG/CEAN AF 3952 WORKGROUP FOR REVIEW AND APPROVAL

(78CEG.CEV.AF3953Workgoup@us.af.mil).

3. LEAD BASED PAINT AND ASBESTOS CONTAINING MATERIAL IS NOT PERMITTED FOR NEW

CONSTRUCTION.

GENERAL

SEALANTS

FIREPROOFING

CONSTRUCTION SECURITY

BIO-ENVIRONMENTAL

9.24.2018

Expires: 12312018

09/24/2018

Pending GA License #:

54321

A

B

1500 SF

BLAST BOOTH

INDUSTRIAL/15P

55 SF

RESTROOM

INDUSTRIAL/1P

407 SF

CIRCULATION

SPACE WEST

INDUSTRIAL/4P

350 SF

CIRCULATION

SPACE EAST

INDUSTRIAL/4P

103 SF

DECON

INDUSTRIAL/1P 768 SF

MECHANICAL

AREA

MECH/ELEC/2P

0.2

EXIT6

0.2

EXIT1

0.2

EXIT2

0.2

EXIT3

0.2

EXIT4

0.2

EXIT5

118 FT.

69 SF

ELEC.

MECH/ELEC/1P

0.2

EXIT7

LIFE SAFETY LEGEND

TRAVEL DISTANCE

EXIT

EXIT # EXIT CAPACITY

(1) DOOR CLEAR WIDTH (IN)

(2) DOOR OCCUPANT LOAD

FACTOR (IN/PERSONS)

(3) DOOR OCCUPANT LOAD

CAPACITY (PERSONS)

(1) (2) (3)

DIST.

RM NAME

RM NUMBER

AREA (SF)

OCCUPANT USE/LOAD (P)

LIFE SAFETY ROOM TAG

OCCUPANT USE LEGEND

INDUSTRIAL - GENERAL HAZARD

MECH/ELEC/TELECOM

FIRE EXTINGUISHER; HAND HELD

CODE ANALYSIS - GENERAL

BUILDING USE DESCRIPTION

1. THE LRC VEHICLE MEDIA BLAST BUILDING WILL BE USED

FOR STRIPPING PAINT OF VEHICLES USING ALUMINUM OXIDE

BLAST MEDIA. NO STORAGE AND NO SEVERE HAZARD IS

EXPECTED IN THE BUILDING.

2. THE BUILDING WILL ONLY BE OCCUPIED DURING MEDIA

BLASTING OPERATIONS WITH MISSION REQUIREMENTS OF

TWO (2) PERSONS. THE BUILDING NOT CLASSIFIED AS AN

INHABITED FACILITY PER UFC 4-010-01 (LESS THAN 11

PERSONS OF CONTINUOUS OCCUPANCY).

3. LIFE SAFETY OCCUPANT LOAD CALCULATION HAS BEEN

PROVIDED FOR EGRESS SIZING PURPOSES ONLY.

BASIC BUILDING DESCRIPTION (APPROXIMATE)

1. TOTAL BUILDING AREA - 3,420 SF

2. BUILDING HEIGHT - 26 FT 8 IN

APPLICABLE CODES

1. INTERNATIONAL BUILDING CODE (IBC) - 2015

2. NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS -

3. NFPA 101, LIFE SAFETY CODE - 2015

4. NFPA 400, HAZARDOUS MATERIALS CODE - 2016

5. UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR

FACILITIES, CHANGE 2 - MAR. 2018

6. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS

FOR BUILDINGS, CHANGE 1, OCT. 2013

7. UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION

SYSTEMS, CHANGE 1, JAN 2010

8. UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS)

9. ACCESSIBILITY GUIDELINES FOR ADA COMPLIANCE (ADAAG)

USE AND OCCUPANCY CLASSIFICATION UFC 3-600-01

1. THE IBC SHALL BE UTILIZED TO DETERMINE THE

OCCUPANCY CLASSIFICATION AS IT RELATES TO

ALLOWABLE CONSTRUCTION TYPE, BUILDING HEIGHT,

BUILDING AREA, BUILDING SEPARATION DISTANCE,

OCCUPANCY SEPARATION AND ASSOCIATED

REQUIREMENTS [§3-2.1.2]

2. NFPA 101 SHALL BE UTILIZED TO DETERMINE THE

OCCUPANCY CLASSIFICATION AS IT RELATES TO

FIRE/SMOKE RESISTANCE RATING OF INTERIOR NON-LOAD

BEARING PARTITIONS, MEANS OF EGRESS, INTERIOR FINISH,

FEATURES OF FIRE PROTECTION AND ASSOCIATED

REQUIREMENTS [§3-3.1.1]

A. COMPLY WITH NFPA 101 FOR ALL COMPONENTS AND

FEATURES RELATED TO MEANS OF EGRESS. IBC MUST

NOT BE USED FOR ANY MEANS OF EGRESS FEATURES

[§10-1.1]

FIRE PROTECTION SYSTEMS

1. FIRE SPRINKLER SYSTEM - GENERAL

A. NOT REQUIRED

a. BUILDING IS TYPE II CONSTRUCTION AND IS

UNDER 15,000 SF [UFC 3-600-01 §9-7.2.1, §9-7.2.1]

2. FIRE ALARM SYSTEM - GENERAL

A. NOT REQUIRED

a. BUILDING IS UNDER 100 PERSONS AND

AUTOMATIC DETECTION/SUPPRESSION SYSTEM

IS NOT REQUIRED [UFC 3-600-01 §9-18.6.1 AND

NFPA 101 §40.3.4.1]

3. FIRE DETECTION SYSTEM - GENERAL

A. NOT REQUIRED

a. THE BUILDING DOES NOT WARRANT FIRE

DETECTION SYSTEM PER UFC 3-600-01

4. MASS NOTIFICATION SYSTEM - GENERAL

A. NOT REQUIRED

a. BUILDING IS NOT AN INHABITED FACILITY [UFC 4-

021-01 §2-6.2.1 AND UFC 4-010-01 DEFINITIONS]

5. PORTABLE FIRE EXTINGUISHERS - GENERAL

A. GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS

ARE REQUIRED IN ACCORDANCE WITH NFPA 10 [UFC 3-

600-01 §9-17.2.1].

CODE ANALYSIS - INTERNATIONAL BUILDING CODE

OCCUPANCY CLASSIFICATION

1. MODERATE-HAZARD FACTORY INDUSTRIAL GROUP F-1

TYPE OF CONSTRUCTION

1. TYPE IIB

ALLOWABLE HEIGHT CALCULATION (TYPE IIB CONSTRUCTION)

[TABLE 504.3, TABLE 504.4]

1. GROUP F-1

A. ALLOWABLE TABULAR STORY : 2 STORIES

B. ALLOWABLE TABULAR HEIGHT: 55 FT

ALLOWABLE AREA CALCULATION (TYPE IIB CONSTRUCTION)

[TABLE 506.2]

1. GROUP F-1

A. ALLOWABLE TABULAR AREA: 15,500 SF

STRUCTURAL FIRE RESISTIVE RATINGS - TYPE IIB [TABLE 601 &

602]

1. NO STRUCTURAL FIRE RESISTIVE RATING REQUIRED FOR

TYPE IIB CONSTRUCTION.

CODE ANALYSIS - LIFE SAFETY CODE (NFPA 101)

OCCUPANCY CLASSIFICATION

1. NEW INDUSTRIAL OCCUPANCY

A. GENERAL INDUSTRIAL OCCUPANCY

OCCUPANT USE LOAD FACTORS

1. INDUSTRIAL USE: 100 SF GROSS PER PERSON [NFPA 101

TABLE 7.3.1.2]

2. MECHANICAL SPACE: 500 SF GROSS PER PERSON [UFC 3-

600-01 TABLE 10-1]

OCCUPANT LOAD CALCULATION

1. OCCUPANT LOAD CALCULATION SHALL BE IN ACCORDANCE

NFPA 101 EXCEPT AS NOTED IN UFC 3-600-01 TABLE 10-1

[UFC 3-600-01 §10-3.1].

2. OCCUPANT LOAD IS CALCULATION SHALL BE PER GROSS

AREA AS REQUIRED FOR INDUSTRIAL OCCUPANCY THAT

INCLUDES INDUSTRIAL AND MECHANCIL EQUIPMENT USE.

WHERE GROSS AREA IS DEFINED AS THE FLOOR AREA

WITHIN THE INSIDE PERIMETER OF THE OUTSIDE WALLS OF

THE BUILDING UNDER CONSIDERATION WITH NO

DEDUCTIONS FOR HALLWAYS, STAIRS, CLOSETS,

THICKNESS OF INTERIOR WALLS, COLUMNS, ELEVATORS

AND BUILDING SERVICES SHAFTS, OR OTHER FEATURES,

BUT EXCLUDING FLOOR OPENINGS [NFPA 101 §3.3.21.2.1]

CAPACITY OF MEANS OF EGRESS [TABLE 7.3.3.1]

1. EGRESS WIDTH REQUIRED PER PERSON

A. HORIZONTAL EGRESS TRAVEL: 0.2 IN/PERSON

2. MINIMUM EGRESS WIDTH REQUIRED

A. CLEAR EXIT DOOR OPENING: 32 IN [§7.2.1.2.3.2]

TRAVEL DISTANCE

1. MAXIMUM TRAVEL DISTANCE

A. 200 FT [TABLE 40.2.6.1]

2. MAXIMUM COMMON PATH OF TRAVEL

A. 50 FT [TABLE 40.2.5.1]

3. DEAD END CORRIDOR

A. 50 FT [TABLE 40.2.5.1]

HAZARDOUS MATERIAL ANALYSIS - NFPA 400

1. MEDIA BLAST PARTICULATE - ALUMINUM OXIDE

A. TOXICOLOGY

a. LD50 - NOT APPLICABLE

B. FLAMMABLE/COMBUSTIBLE PROPERTIES

a. NON-FLAMMABLE, NON-COMBUSTIBLE

C. CHEMICAL STABILITY

a. CLASS 1

D. STORAGE LIMITATION

a. UNLIMITED

EGRESS CAPACITY SUMMARY

OCCUPANT USE TYPE

INDUSTRIAL (GENERAL HAZARD)

MECH/ELEC

O.L.F. (SF/P)

TOTAL AREA

2,415 SF

838 SF

TOTAL OCCUPANT LOAD

28 PERSONS

HORIZONTAL TRAVEL EGRESS FACTOR 0.2 IN / PERSON

MINIMUM EGRESS WIDTH REQUIRED (HORIZONTAL) 5.6 IN

EGRESS WIDTH PROVIDED (HORIZONTAL) 272 IN

TOTAL EGRESS CAPACITY 1,360 PERSONS

MINIMUM NUMBER OF EXITS REQUIRED 1 EXITS

MINIMUM NUMBER OF EXITS PROVIDED 7 EXITS

CODE COMPLIANT YES

SHEET KEY NOTES

PROVIDE MINIMUM CLASS 2A:20B:C TYPE

FIRE EXTINGUISHERS

2 MEDIA BLAST PARTICULATE STORAGE

DRUMS

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

N

M

IC

H

IG

A

N A

V E

S U

IT

E

C H

IC

A

G O

IL

w w w .e xp fe d e ra l.

c o m p ro j.

n o :C

H I-

-A

C A

T E

G O

R Y

C O

D E

PLAN NORTH

GI101

L

IF

E S

A F

E T

Y P

L A

N

F O

R T

S T

E W

A R

T G

E O

R G

IA

S A

V A

N N

A H

D

IS

T R

IC

T

W

O

G L E

T H

O R

P E

A V

E

M K

IM

M K

IM

P Z

IN

N

I

T C

H R

IS

T

E N

S E

N

S

E P

T E

M B

E R

W H

N -1

-B

-3 L

R C

F

IL

E N

A M

E

ISSUED FOR CONSTRUCTION

L R

C V

E H

IC

L E

F A

C

IL

IT

Y

F Y

P

N

F S

G A

L R

C -V

F F

IR

E

.r v t

L

IF

E S

A F

E T

Y

-8

-0

3/16" = 1'-0"1

LIFE SAFETY PLAN

0 2' 4' 6'

ROOM NAME

ROOM

NUMBER AREA

OCCUPANT

USE

OCCUPANT

LOAD FACTOR OCCUPANT LOAD

DECON 103 103 SF INDUSTRIAL 100 SF 1

RESTROOM 104 55 SF INDUSTRIAL 100 SF 1

CIRCULATION SPACE

WEST

106 407 SF INDUSTRIAL 100 SF 4

CIRCULATION SPACE

EAST

107 350 SF INDUSTRIAL 100 SF 4

BLAST BOOTH 110 1500 SF INDUSTRIAL 100 SF 15

INDUSTRIAL: 5 2415 SF 25

MECHANICAL AREA 101 768 SF MECH/ELEC 500 SF 2

ELEC. 102 69 SF MECH/ELEC 500 SF 1

MECH/ELEC: 2 838 SF 3

3253 SF 28

LIFE SAFETY OCCUPANT LOAD CALCULATION SUMMARY

PATH TYPE EGRESS START LOCATION

ACTUAL

DISTANCE

ALLOWABLE

DISTANCE

TRAVEL DISTANCE BLAST BOOTH EQUIP. [100-1] 118 ft 200 ft

TRAVEL DISTANCE SUMMARY

DOOR/EXIT

DOOR CLEAR WIDTH

(IN.)

DOOR CAPACITY

(IN./PERSON)

DOOR CAPACITY

(PERSONS)

EXIT1 34 0.2 170

EXIT2 34 0.2 170

EXIT3 68 0.2 340

EXIT4 34 0.2 170

EXIT5 34 0.2 170

EXIT6 34 0.2 170

EXIT7 34 0.2 170

EXIT AND EXIT ACCESS DOOR SUMMARY

9.24.2018

HAUL ROUTE

GC101

C I V

I L

H A

U L

R

O U

T E

L

R

O B

E R

T S

S

S

A N

T E

L I K

L

R

O B

E R

T S

F S

G A

L R

C G

C D

W G

0 500' 1000'

LEGEND

HAUL ROUTE

NOTE:

1. CONFIRM HOURS OF GATE 7 WITH DPW

AT PRE-CONSTRUCTION MEETING.

PHYSICAL TRAINING (PT) HOURS ARE

FROM 0630 TO 0800 HOURS AND MAY

AFFECT TRAVEL ALONG HAUL ROUTE

DURING THAT TIME.

A N

S I

D

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

S

E P

T E

M B

E

SHEET ID

ISSUED FOR CONSTRUCTION

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C T

N

US Army Corps of Engineers

C A

T E

G O

Y

D

E

U S

A

R M

Y

C

O R

P S

F

E

N G

I N

E E

R S

W

O

G L

E T

H O

R P

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A

V E

D E

S C

R I P

T I O

N

M

I C

H I G

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S U

I T

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C H

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DEMOLITION PLAN NOTES:

1. ALL RECYCLABLE MATERIALS (LISTED IN THE RECYCLING STANDARD OPERATING

PROCEDURES) GENERATED DURING THE ENTIRE TERM OF ANY CONSTRUCTION AND

DEMOLITION WILL BE TURNED OVER TO THE FORT STEWART OR HAAF RECYCLING PROGRAM.

CONTRACTORS MUST CONTACT THE COR WHO WILL COORDINATE WITH THE DPW

ENVIRONMENTAL WASTE MANAGEMENT SECTION (912-767-2010) TO ARRANGE FOR TURN-IN

OF RECYCLABLE/SALVAGEABLE MATERIALS.

2. THE CONTRACTOR AND THEIR ON-SITE WORKERS SHALL COMPLETE THE SUSTAINABILITY

MANAGEMENT SYSTEM (SMS) GENERAL AWARENESS TRAINING PRIOR TO CONTRACT

KICK-OFF MEETING. CONTACT DPW ENVIRONMENTAL FOR TRAINING (912) 767-2010

3. ALL CONSTRUCTION DEBRIS NOT WANTED BY GOVERNMENT SHALL BECOME THE PROPERTY

OF THE CONTRACTOR.

4. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES AND COORDINATE DEMOLITION

AND / OR RELOCATION WORK. REPORT ANY UTILITY CONFLICTS OR DISCREPANCIES TO

ENGINEER IMMEDIATELY.

5. AT THE END OF EACH DAY'S WORK, REMOVE ANY DEBRIS RESULTING FROM CONTRACTOR'S

DEMOLITION OPERATIONS THAT IS NOT WITHIN THE CONTRACTOR'S CONSTRUCTION

FENCING.

6. CONTRACTOR SHALL MINIMIZE THE IMPACT OF TEMPORARY STORAGE OF EXCAVATED SOILS.

7. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT THE BOUNDARY OF WORK

ACTIVITIES TO KEEP NON-CONTRACTOR PERSONNEL OUT OF THE WORK AREAS.

TEMPORARY FENCING SHALL BE PER PROJECT SPECIFICATIONS, AND SUPPORTED AT

INTERVALS SUFFICIENT TO RESIST AT LEAST 250 POUNDS OF FORCE APPLIED AGAINST THE

FENCE.

8. CONTRACTOR SHALL PROVIDE WARNING SIGNS AT THE PERIMETER OF WORK ACTIVITIES

THAT DESIGNATE THE PRESENCE OF CONSTRUCTION HAZARDS AND REQUIRE

UNAUTHORIZED PERSONS TO KEEP OUT. SIGNS MUST BE PLACED ON ALL SIDES OF THE

PROJECT ACTIVITIES, WITH AT LEAST ONE SIGN EVERY 300 FEET. ALL POINTS OF ENTRY

SHALL HAVE SIGNS DESIGNATING THE CONSTRUCTION SITE AS A HARD HAT AREA.

9. DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE. CONTRACTOR SHALL BE

RESPONSIBLE FOR REMOVAL OF ALL ITEMS, INCLUDING ALL EXCAVATED MATERIALS

NECESSARY TO COMPLETE WORK WITHIN THIS CONTRACT.

10. WHERE ASPHALT OR CONCRETE DEMOLITION IS REQUIRED, CONTRACTOR SHALL USE A SAW

CUT AT THE LIMITS OF DEMOLITION OR NEAREST JOINT TO OBTAIN A CLEAN VERTICAL EDGE.

11. WHERE UTILITIES TO BE REMOVED IMPACT THE FOOTPRINT OF THE NEW BUILDINGS, AND

SOILS ARE UNSUITABLE, CONTRACTOR SHALL EXCAVATE AND REMOVE AN ADDITIONAL

2-FEET OF SOILS TO EITHER SIDE OF PIPE AND 1 FOOT BELOW BOTTOM OF PIPE TO REMOVE

UNSUITABLE SOILS. SUITABLE SOILS SHALL BE UTILIZED FOR BACKFILL. CONFIRM

SUITABILITY WITH CONTRACTOR'S GEOTECHNICAL ENGINEER.

12. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORMDRAIN FACILITIES SHALL BE

PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND

NEW STRUCTURES AND PIPING ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL

ENSURE THAT STORMDRAIN DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN

12-HOURS AT A TIME. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO MAINTAIN

PROPER STORM DRAINAGE DURING CONSTRUCTION.

13. DEDICATED DEMOLITION AND OTHER WASTE AREAS/EARTHEN MATERIAL STOCKPILES MUST

BE LOCATED AT LEAST 50' FROM STORMDRAINS, WETLANDS OR STREAMS.

14. REMOVE AND DISPOSE OF ALL STUMPS AND ROOT MAT AS REQUIRED FOR PROJECT

CONSTRUCTION IN ACCORDANCE WITH PROJECT SPECIFICATIONS.

15. ALL PIPING INDICATED FOR DEMOLITION SHALL BE REMOVED UNLESS CONTRACTING

OFFICER APPROVES FOR ABANDONMENT IN PLACE. PIPING ABANDONED IN PLACE SHALL

HAVE A MINIMUM 24 INCHES LENGTH PLUGGED WITH GROUT AT STRUCTURES. PIPING

ABANDONED IN PLACE UNDER PAVEMENTS SUBJECT TO POTENTIAL VEHICLE LOADINGS

SHALL BE FILLED WITH FLOWABLE FILL.

16. REMOVE EXISTING UTILITY STRUCTURES TO 3 FEET BELOW EXISTING OR NEW ADJACENT

GRADE, WHICHEVER IS GREATER. BREAK UP BASES TO PERMIT DRAINAGE. FILL WITH CLEAN

SAND.

17. UTILITIES SHALL NOT BE ABANDONED IN PLACE UNDERNEATH OR WITHIN 10 FEET OF ANY

NEW FACILITIES.

18. DO NOT STOCK PILE MATERIAL OVER EXISTING OR NEWLY INSTALLED UTILITIES.

19. THE DEMOLITION OF ANY ELECTRICAL PRIMARY OR SECONDARY SERVICES,

TRANSFORMERS, OR EXTERIOR SITE LIGHTING SHALL BE COORDINATED WITH THE UTILITY

PROVIDER.

20. THE CONTRACTOR SHALL CONTACT 811 PRIOR TO ANY CONSTRUCTION OPERATION.

STORMWATER AND GRADING NOTES:

1. CONTRACTOR SHALL COORDINATE ANY DISCREPANCIES WITH THE LOCATIONS OF UTILITIES

WITH THE COR.

2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.

3. DURING CONSTRUCTION, CONTRACTOR SHALL PERFORM GRADING IN A MANNER AND

SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT ALL TIMES.

4. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE

A SMOOTH FIT AND CONTINUOUS GRADE.

5. ALL PROPOSED STRUCTURES SHALL BE PRECAST UNLESS SPECIFICALLY APPROVED BY THE

PROJECT ENGINEER.

6. STORM PIPE SHALL BE ALL CLASS III REINFORCED CONCRETE PIPE (RCP) UNLESS

OTHERWISE NOTED.

7. UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION, ALL PROPOSED AND

EXISTING PIPES SHALL BE CLEANED OUT TO REMOVE ALL ACCUMULATED SILT AND DEBRIS.

8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE CUT FLUSH TO INSIDE OF BOX AND

GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. MAXIMUM PIPE

PROTRUSION INTO STRUCTURE SHALL BE 6-INCHES.

9. ALL STORMWATER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND

SHALL BE HEAVY-DUTY TRAFFIC RATED.

10. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ALL

NATURAL AND PAVED AREAS.

11. CONTRACTOR SHALL PROVIDE A MINIMUM OF 5% SLOPE AWAY FROM THE FACILITY FOR THE

FIRST 5 FEET AGAINST THE BUILDINGS AND SHALL ASSURE THAT THE FINISHED FLOOR

ELEVATIONS ARE A MINIMUM OF 6 INCHES ABOVE THE FINISHED GRADE AROUND BUILDINGS

IN UNPAVED AREAS PER UFC.

12. ALL STORMDRAIN TRENCHING, BEDDING, AND BACKFILL SHALL BE IN ACCORDANCE WITH

SPECIFICATIONS.

13. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING

THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND ALL UTILITIES CROSSING

THE STORM SEWER.

14. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS ARE

APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL INLET STRUCTURES SUCH THAT INLET

TOPS ALIGN HORIZONTALLY WITH PROPOSED PAVEMENT SWALE LOCATIONS. WHERE

PROPOSED STORM SEWERS TIE TO EXISTING STRUCTURES, PIPES, ETC., THE CONTRACTOR

SHALL FIELD ADJUST PROPOSED STORM SEWERS TO MATCH THE LOCATIONS OF THESE

EXISTING FEATURES.

15. ALL ROOF LEADER DRAIN LINES ARE TO BE INSTALLED AT A MINIMUM OF 1% SLOPE.

16. CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. SPOT ELEVATIONS ARE TO BE

USED IN CASE OF DISCREPANCY.

17. TOP OF WALL ("TW") AND BOTTOM OF WALL ("BW") GRADES SHOWN ON THESE PLANS

REPRESENT FINISHED GROUND ADJACENT TO WALL.

18. TOP OF STAIRS ("TS") AND BOTTOM OF STAIRS ("BS") GRADES SHOWN ON THESE PLANS

REPRESENT APPROXIMATE FINISHED GRADES AT TOP AND BOTTOM OF EXTERIOR STEPS.

SIGNAGE, STRIPING, AND PAVEMENT MARKING NOTES:

1. USE THE COLOR WHITE FOR ALL PAVEMENT MARKINGS AND SYMBOLS UNLESS OTHERWISE

NOTED.

2. DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH INTO INTERSECTION

AREAS.

3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED.

4. DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE EXPANSION JOINTS ON

PORTLAND CONCRETE PAVEMENTS UNLESS APPROVED BY THE ENGINEER AND

CONTRACTING OFFICER.

5. CONFORM ALL SYMBOLS TO THE CURRENT GDOT "STANDARD ALPHABETS FOR HIGHWAY

SIGNS AND PAVEMENT MARKINGS," PROJECT SPECIFICATIONS AND DETAILS.

6. CONFORM ALL SIGNS AND TRAFFIC CONTROL DEVICES TO CURRENT "MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES" (MUTCD) 2009 EDITION, FORT STEWART REQUIREMENTS, AND

THE PROJECT SPECIFICATIONS AND DETAILS.

7. ANY EXISTING PAVEMENT MARKINGS IN THE VICINITY OF THE PROJECT LIMITS THAT ARE

DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL

EXPENSE TO THE GOVERNMENT.

SIDEWALK, PAVING, AND CURBING NOTES:

1. SLOPE OF HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2% IN

ANY DIRECTION.

CIVIL GENERAL NOTES:

1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CONTRACTING OFFICER. THE CONTRACTOR

SHALL REFER TO THE PROJECT SPECIFICATIONS, HOWEVER IF CONFLICTS ARISE, THE CONTRACTOR

SHALL BRING IT TO THE ATTENTION OF THE CONTRACTING OFFICER AND ENGINEER FOR

RESOLUTION. ALL MATERIALS AND WORKMANSHIP WILL CONFORM TO THE PROJECT

SPECIFICATIONS.

2. EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION, VERIFICATION, SUPPORT AND PROTECTION

OF ALL ABOVEGROUND AND UNDERGROUND UTILITIES TO REMAIN IN PLACE, INCLUDING ANY

UTILITIES NOT INDICATED ON CONTRACT DRAWINGS. ANY CONFLICTS OR DISCREPANCIES SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S AND ENGINEER'S ATTENTION IMMEDIATELY.

3. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, TREES, PAVEMENT, UTILITIES, AND

OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR

REMOVAL, BUT DAMAGED BY THE CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR TO THE

CONTRACTING OFFICER'S SATISFACTION AT NO ADDITIONAL EXPENSE TO THE OWNER.

4. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER

PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS,

MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR

SHALL BE REPLACED BY A GEORGIA LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.

5. THE CONTRACTOR SHALL MAKE SURE THAT WORK PERFORMED UNDER THIS CONTRACT SHALL NOT

IMPACT THE OPERATION OF ANY ADJACENT PROPERTIES.

6. CONTRACTOR SHALL SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY SERVICES, INCLUDING FIRE HYDRANTS, REMAIN OPERATIONAL DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND STAGING AREAS USED BACK TO THEIR

ORIGINAL STABILIZED CONDITION OR BETTER. ALL DISTURBED AREAS SHALL BE VEGETATED IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

8. THE CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES TO ENSURE THAT EXISTING

PAVEMENT SURFACES ARE NOT DAMAGED FROM TRACKED CONSTRUCTION EQUIPMENT OR ANY

OTHER POSSIBLE SOURCE WHEN EQUIPMENT IS BEING MOVED DURING AND AFTER WORK HAS

BEING CONDUCTED. CONTRACTOR SHALL REPAIR ANY PAVED AREAS DAMAGED DURING

CONSTRUCTION TO THE SATISFACTION OF THE CONTRACTING OFFICER.

9. EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE SITE SHALL BE KEPT CLEAN AT ALL

TIMES. DO NOT ALLOW BUILD UP OF SOIL, MUD, DUST OR OTHER DEBRIS.

10. CONTRACTOR IS RESPONSIBLE FOR ALL SURVEYING AND STAKING TO COMPLETE THE WORK.

11. ANY AND ALL MATERIAL QUANTITIES INDICATED ON THIS PLAN SET ARE FOR REFERENCE ONLY.

CONTRACTOR MUST VERIFY ALL MATERIAL QUANTITIES SHOWN.

12. CONTRACTOR SHALL MAINTAIN A 50-FOOT PROTECTIVE BUFFER AROUND ALL WETLAND AREAS TO

THE MAXIMUM EXTENT POSSIBLE. IN NO CASE SHALL CONTRACTOR ENCROACH CLOSER THAN

SHOWN WITHOUT PRIOR APPROVAL.

13. CONTRACTOR SHALL BE AWARE OF ONGOING CONSTRUCTION ON ADJACENT SITES AND

COORDINATE WHEN NEEDED WITH OTHER CONTRACTORS.

14. CONTRACTOR SHALL COMPLY WITH SECTION 3.2.4 DEWATERING OF THE 31 00 00 EARTHWORK

STANDARD SPECIFICATIONS.

EXISTING CONDITION NOTES:

1. TOPOGRAPHIC SURVEY WAS COMPLETED BY BARGE DESIGN SOLUTIONS. SURVEY IS DATED 09 MAY, 2018. FOR SURVEYING, BARGE DESIGN SOLUTIONS USED GEORGIA EAST ZONE, NAD 1983, WITH A

GRID TO GROUND SCALE FACTOR OF

FOOT FOR NATURAL GRADE AND

FOOT FOR HARD

SURFACES. BASIS OF ELEVATIONS IS FROM CONTROL POINT #901 A

" REBAR CAPPED STAMPED

*BWSC CONTROL POINT*.

X: 826984.541

Y: 677535.258

ELEV: 86.01'

BASIS OF ELEVATIONS IS FROM CONTROL POINT #902 A

" REBAR CAPPED STAMPED *BWSC

CONTROL POINT*.

X: 827203.992

Y: 677304.617

ELEV: 86.01'

3. THE SURVEYED SITE IS LOCATED IN ZONE "X", AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL

CHANCE FLOODPLAIN PER THE FEMA FLOOD INSURANCE RATE MAP (FIRM) FOR LIBERTY COUNTY

GEORGIA AND UNINCORPORATED AREAS, MAP NUMBER 13179C0226 E, EFFECTIVE DATE: MAY 05, 2014.

BORROW AREA NOTES

1. CONTRACTOR SHALL OBTAIN BORROW MATERIAL FROM APPROVED PRIVATE SOURCES.

2. CONTRACTOR IS RESPONSIBLE TO ENSURE BORROW AREA HAS AN APPROVED EROSION

CONTROL PERMIT AND APPROPRIATE MEASURES IN PLACE PRIOR TO ANY LAND DISTURBING

ACTIVITY.

GENERAL UTILITY NOTES:

1. SURVEYS AND CONSTRUCTION DOCUMENTS RELATED TO THE LOCATION OF UTILITIES MAY

NOT REPRESENT ACTUAL INSTALLED CONDITIONS. THE CONTRACTOR SHALL VERIFY ACTUAL

LOCATIONS OF ALL PLACED UTILITIES, AND HAVE SITE UTILITIES LOCATED AND SHALL

COORDINATE WITH THE UTILITY OWNERS AND GOVERNMENT REGARDING ANY FUTURE

PLANNED UTILITY INSTALLATIONS THAT AFFECT WORK. NO UTILITIES SHALL BE ALLOWED

BENEATH THE PROPOSED BUILDING.

2. CONTRACTOR SHALL CONTACT 811 FOR ALL UTILITY LOCATES AND COORDINATION.

3. THE MINIMUM SEPARATION BETWEEN ELECTRIC OR COMMUNICATION LINES AND OTHER

UTILITY LINES SHALL BE 36 INCHES VERTICALLY AND 36 INCHES HORIZONTALLY WHEN

RUNNING ADJACENT. WHERE UTILITIES CROSS, THE MINIMUM SEPARATION SHALL BE 12

INCHES VERTICALLY. IN THE CASE OF CONCRETE ENCASEMENT, THE CLEARANCES SHALL BE

MEASURED FROM THE OUTERMOST DIMENSION OF THE UTILITY LINE AND SHALL HAVE

SUITABLE SUPPORTS ON EACH SIDE OF THE UPPER LINE TO PREVENT TRANSFERRING ANY

DIRECT LOAD ONTO THE LOWER LINE. OPEN UTILITY TRENCHES SHALL BE MATTED.

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EXCAVATION NOTES

EXCAVATION REQUIREMENTS

1. EXCAVATE TO CONTOURS, ELEVATIONS, AND DIMENSIONS INDICATED. REUSE EXCAVATED

MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS.

2. EXCAVATIONS SHALL EXTEND SUFFICIENT DISTANCE FROM WALLS AND FOOTINGS TO ALLOW

FOR PLACING AND REMOVING FORMS.

3. EXCAVATION BELOW INDICATED DEPTHS SHALL NOT BE PERMITTED EXCEPT TO REMOVE

UNSATISFACTORY MATERIAL.

4. UNSATISFACTORY MATERIAL REMOVED BELOW DEPTHS INDICATED SHALL BE REPLACED

WITH SATISFACTORY MATERIAL AT NO ADDITIONAL COST TO THE GOVERNMENT.

5. EXCAVATION SHALL BE PERFORMED SO THAT THE AREA WILL BE CONTINUALLY AND

EFFECTIVELY DEWATERED TO ELIMINATE ANY GROUND WATER IN THE EXCAVATION AS WELL

AS GRADED TO DRAIN TO ELIMINATE ANY PONDING SURFACE WATER. WATER FROM ANY

SOURCE SHALL NOT BE PERMITTED TO ACCUMULATE IN THE EXCAVATION. THE EXCAVATION

SHALL BE DRAINED BY PUMPING OR OTHER SATISFACTORY METHODS TO PREVENT

SOFTENING OF THE FOUNDATION BOTTOM, UNDERCUTTING OF FOOTINGS, OR OTHER

ACTIONS DETRIMENTAL TO PROPER CONSTRUCTION.

6. SHORING INCLUDING SHEET PILING SHALL BE FURNISHED AND INSTALLED AS NECESSARY TO

PROTECT WORKMEN, BANKS, ADJACENT PAVING, STRUCTURES, AND UTILITIES.

FILL REQUIREMENTS

1. TYPE OF MATERIALS PERMITTED IN FILL INCLUDE GW, GM, GC, GP, SW, SP, SM, AND SC OF

THE UNIFIED SOIL CLASSIFICATION SYSTEM. THE PLASTICITY INDEX SHOULD BE LESS THAN 12

AND THE LIQUID LIMIT LESS THAN 35.

2. WHEN SUBGRADE SURFACES ARE LESS THAN THE SPECIFIED DENSITY, THE SURFACE SHALL

BE BROKEN UP TO A MINIMUM DEPTH OF 6 INCHES, PULVERIZED AND COMPACTED TO THE

SPECIFIED DENSITY. SLOPED SURFACES STEEPER THAN 1 VERTICAL to 4 HORIZONTAL SHALL

BE PLOWED, STEPPED, BENCHED, OR BROKEN UP SO THAT THE FILL MATERIAL WILL BOND

WITH THE EXISTING MATERIAL.

3. THE EXCAVATED SURFACE SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES BEFORE FILL

PLACEMENT IS BEGUN.

4. SATISFACTORY MATERIAL SHALL BE PLACED IN HORIZONTAL LAYERS NOT EXCEEDING 8

INCHES IN LOOSE DEPTH AND THEN COMPACTED IN GRASSED AREAS AND NOT EXCEEDING 6

INCHES IN LOOSE DEPTH IN PAVED AREAS.

5. MATERIALS SHALL NOT BE PLACED ON SURFACES THAT ARE MUDDY.

6. COMPACTION SHALL BE ACCOMPLISHED BY SHEEPSFOOT ROLLERS, PNEUMATIC-TIRED

ROLLERS, STEEL-WHEELED ROLLERS, OR OTHER APPROVED EQUIPMENT WELL SUITED TO

THE SOIL BEING PREPARED.

7. MATERIALS SHALL BE MOISTENED OR AERATED AS NECESSARY TO PROVIDE PROPER WATER

CONTENT THAT WILL READILY FACILITATE OBTAINING THE SPECIFIED COMPACTION WITH

EQUIPMENT USED.

8. FILL MATERIALS SHALL BE COMPACTED TO DENSITIES AFTER ASTM STANDARD D 1557 TO 95%

UNDER STRUCTURES & 90% UNDER SIDEWALKS/GRASSED AREAS FOR COHESIONLESS FILLS.

COMPACT TOP 24 INCHES BELOW FINISHED PAVEMENT OR TOP 12 INCHES OF SUBGRADE,

WHICHEVER IS GREATER TO 100%.

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SEQUENCE OF LAND DISTURBANCE:

1. PRE-CONSTRUCTION CONFERENCE TO BE HELD PRIOR TO THE BEGINNING OF WORK.

2. DETERMINE AND MARK LIMITS OF DISTURBANCE. INSTALL TEMPORARY CONSTRUCTION

ENTRANCES, TREE PROTECTION FENCING, SILT FENCE, AND SILT FENCE OUTLETS.

3. INSTALL PRINCIPAL SEDIMENT BASINS AND TRAPS BEFORE ANY OTHER SIGNIFICANT SITE

GRADING OCCURS. ERECT ADDITIONAL SEDIMENT TRAPS AND SEDIMENT FENCES AS GRADING

TAKES PLACE TO KEEP SEDIMENT CONTAINED ONSITE AT APPROPRIATE LOCATIONS.

4. INSTALL TEMPORARY DIVERSION SWALES TO COLLECT AND CONVEY RUNOFF TO THE SEDIMENT

BASINS AND TRAPS. CONSTRUCT ADDITIONAL DIVERSION SWALES AS NEEDED TO ENSURE

MAXIMUM COLLECTION OF RUNOFF AND TO PREVENT CONCENTRATED UN-TREATED RUNOFF

FROM LEAVING THE SITE. ALL TEMPORARY DIVERSION SWALES SHALL REMAIN IN PLACE UNTIL

THE FINAL STORMDRAIN SYSTEM OR OTHER INTERIM COLLECTION MEASURES ARE INSTALLED.

5. INSTALL KEY RUNOFF CONTROL MEASURES IN CONJUNCTION WITH SEDIMENT BASINS AND

SEDIMENT TRAPS TO DIVERT WATER FROM PLANNED UNDISTURBED AREAS OUT OF THE TRAPS

AND SEDIMENT-LADEN WATER INTO THE BASINS/TRAPS. INSTALL DIVERSIONS ABOVE AREAS TO

BE DISTURBED PRIOR TO GRADING. PLACE NECESSARY PERIMETER DIKES WITH STABLE OUTLETS

BEFORE OPENING MAJOR AREAS FOR DEVELOPMENT. INSTALL ADDITIONAL NEEDED

RUNOFF-CONTROL MEASURES AS GRADING TAKES PLACE.

6. INSTALL THE MAJOR RUNOFF CONVEYANCE SYSTEM WITH INLET AND OUTLET PROTECTION

DEVICES EARLY, AND USE IT TO CONVEY STORM RUNOFF THROUGH THE DEVELOPMENT SITE

WITHOUT CREATING GULLIES AND WASHES. INSTALL INLET PROTECTION FOR STORMDRAINS AS

SOON AS THE DRAIN IS FUNCTIONAL TO TRAP SEDIMENT ON-SITE IN SHALLOW POOLS AND TO

ALLOW FLOOD FLOWS TO SAFELY ENTER THE STORM DRAINAGE SYSTEM. INSTALL OUTLET

PROTECTION AT THE SAME TIME AS THE CONVEYANCE SYSTEM TO PREVENT DAMAGE TO THE

RECEIVING STREAM.

7. STORMWATER PIPING AND ASSOCIATED INLET PROTECTION SHALL BE INSTALLED PRIOR TO

BEGINNING ANY ROADWORK.

8. BEGIN LAND CLEARING AND GRADING AS SOON AS KEY EROSION AND SEDIMENT CONTROL

MEASURES ARE IN PLACE. TOP SOIL SHALL BE REMOVED AND STOCKPILED FOR FUTURE USE. ALL

ROOTS, STUMPS, OR OTHER DEBRIS SHALL BE REMOVED FROM TOPSOIL PRIOR TO STOCKPILING.

ALL STOCKPILES SHALL BE IMMEDIATELY SEEDED PER THE PROJECT SPECIFICATIONS.

9. ONCE A SCHEDULED DEVELOPMENT AREA IS CLEARED, GRADING SHOULD FOLLOW IMMEDIATELY

SO THAT PROTECTIVE GROUND COVER CAN BE RE-ESTABLISHED QUICKLY. DO NOT LEAVE ANY

AREA BARE OR EXPOSED FOR LONG PERIODS. LEAVE ADJOINING AREAS PLANNED FOR

DEVELOPMENT, OR TO BE USED FOR BORROW AND DISPOSAL, UNDISTURBED AS LONG AS

POSSIBLE TO SERVE AS NATURAL BUFFER ZONES.

10. PERIMETER SLOPE DRAINS SHALL NOT BE INSTALLED UNTIL THE SITE IS STABILIZED UNLESS A

SEDIMENT TRAP IS DESIGNED AND INSTALLED AT THE SLOPE DRAIN OUTLET LOCATION OR

UNLESS A…