PROJECT

LOCATION

NORTH

CONTRACTOR

PARKING &

STAGING AREA

REVISED TITLE OF SHEET DRAWING NO.

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09258015

G1.1

COVER SHEET

REMODEL PUBLIC RESTROOMS FOR ACCESSIBILITY AT INFANTRY

BARRACKS

009258015-0-G1.1 COVER SHEET

FORT SCOTT HISTORIC SITE, 199 OLD FORT BLVD

FORT SCOTT, KS 66701

80073

307909

FINAL CONSTRUCTION DOCUMENTS

ARCHITECTURAL

A 00.1 ARCHITECTURAL INFO SHEET

A 01.1 ARCHITECTURAL SPECIFICATIONS

A 02.1 ARCHITECTURAL SPECIFICATIONS

AD01.1 DEMOLITION PLAN

A101.1 FLOOR PLAN

A201.1 REFLECTED CEILING PLAN

A301.1 SCHEDULES, DOOR AND WINDOW DETAILS, WALL TYPES

A501.1 MOUNTING HEIGHTS AND INTERIOR ELEVATIONS

GENERAL

G1.1 COVER SHEET

G2.1 ARCHITECTURAL CODE COMPLIANCE

PLUMBING

P 00.1 PLUMBING INFO SHEET

P 01.1 SHEET SPECIFICATIONS - PLUMBING

P 02.1 SHEET SPECIFICATIONS - PLUMBING

P 03.1 SHEET SPECIFICATIONS - PLUMBING

P 04.1 SHEET SPECIFICATIONS - PLUMBING

PD01.1 DEMOLITION FLOOR PLAN - PLUMBING

P101.1 FLOOR PLAN - PLUMBING

P401.1 SCHEDULES, RISER & DETAILS - PLUMBING

MECHANICAL

M 00.1 MECHANICAL INFO SHEET

M 01.1 SHEET SPECIFICATIONS - MECHANICAL

M101.1 FLOOR PLAN - MECHANICAL

DRAWING INDEX

FORT SCOTT NATIONAL HISTORIC SITE

ELECTRICAL

E 00.1 ELECTRICAL INFO SHEET

E 01.1 ELECTRICAL INFO SHEET

E 02.1 ELECTRICAL SPECIFICATIONS

E 03.1 ELECTRICAL SPECIFICATIONS

E 04.1 ELECTRICAL SPECIFICATIONS

ED01.1 FLOOR PLAN - DEMOLITION

E101.1 FLOOR PLAN - LIGHTING

E201.1 FLOOR PLAN - POWER AND AUXILIARY SYSTEMS

E401.1 ELECTRICAL DETAILS

E601.1 ELECTRICAL SCHEDULES

PMIS 307909 - REMODEL PUBLIC RESTROOMS FOR ACCESSIBILITY AT INFANTRY BARRACKS

PACKAGE A - HS6

FINAL CONSTRUCTION DOCUMENTS

4/09/2026

DATE INITIAL

4/9/26

UP

UP UP

UP

3 & 4 24' - 3"

E

3 & 4 11' - 4"

B

E

2 & B 13' - 6"

B

7'

9/

E

33' - 8 27/32"

E A

22' - 0"

B

40' - 9"

B 11' - 7"

E

B

WOMENS RR

MENS RR

STORAGE

DRESSING

DRESSING

UTILITY

CORRIDOR

Room

Z

Room

Z

Room

Z

Room

Z

Room

Z

Room

Z

FIRE

108MECH

ASSEMBLY

STORAGE

STORAGE

REVISED TITLE OF SHEET DRAWING NO.

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4/09/2026

09258015

G2.1

ARCHITECTURAL CODE

COMPLIANCE

REMODEL PUBLIC RESTROOMS FOR ACCESSIBILITY AT INFANTRY

BARRACKS

009258015-0-G2.1 ARCHITECTURAL CODE COMPLIANCE

FORT SCOTT HISTORIC SITE, 199 OLD FORT BLVD

FORT SCOTT, KS 66701

80073

307909

FINAL CONSTRUCTION DOCUMENTS

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

FIRST FLOOR - CODE REVIEW PLAN

XX FIRE BARRIER (X HOURS)

XX FIRE PARTITION (X HOURS)

XX SMOKE BARRIER (X HOURS)

XX SMOKE PARTITION (X HOURS)

XX BUILDING SEPARATION

(X HOURS)

E

CODE COMPLIANCE

LEGEND

NOTES:

• CONTRACTOR SHALL PROVIDE PERMANENT

SIGNAGE OR STENCILING WITHIN CEILING

PLENUM AT ALL FIRE RATED WALLS, SMOKE

BARRIERS & SMOKE PARTITIONS. LETTERING

SHALL BE AT LEAST 3" IN HEIGHT WITH THE

WORDING: "FIRE AND/OR SMOKE BARRIER -

PROTECT ALL OPENINGS:. REPEAT AT

INTERVALS NOT EXCEEDING 30'-0" MEASURED

HORIZONTALLY ALONG THE PARTITION WALL.

• SEAL PENETRATIONS IN FIRE RATED SMOKE

BARRIERS, FIRE RATED BARRIERS & SMOKE

BARRIERS.

ACCESSORY OCCUPANCY

INCIDENTAL OCCUPANCY

NOT HABITABLE

OCCUPANCY

36" 90" DOOR RATING (MIN)180 9

ANTICIPATED LOAD

EXIT CAPACITY

DOOR WIDTH (IN)

9 ANTICIPATED LOAD36" 180

EXIT CAPACITY

STAIR WIDTH (IN)

TRAVEL DISTANCE

XXX'-XX"

DEAD-END DISTANCE

XXX'-XX"

EXIT LOCATION SYMBOL

NEW FIRE

EXTINGUISHER- INSIDE

RECESSED CABINET -

(FE1)

75'

CODE SUMMARY

APPLICABLE CODES

BUILDING :

ACCESSIBILITY :

LIFE SAFETY :

ENERGY :

MECHANICAL :

PLUMBING :

ELECTRICAL :

OCCUPANCY GROUP :

TYPE OF CONSTRUCTION :

MAXIMUM ALLOWED HEIGHT

MAXIMUM ALLOWED AREA

MIXED USE SEPARATIONS :

HEIGHT AND AREA LIMITS

FIRE SEPARATION ASSEMBLIES

EXITS

SHAFTS / HOISTWAYS

DWELLING UNIT SEPARATIONS

INTERIOR LOAD BEARING

WALLS, COLUMNS, FRAMING

ROOF CONSTRUCTION

FLOOR CONSTRUCTION

FIRE WALLS

EXTERIOR WALL OPENING LIMITS :

DRAFTSTOPS :

FIRE PROTECTIVE SYSTEMS

AUTO FIRE SUPPRESSION :

STANDPIPE :

FIRE ALARM SYSTEM :

AUTO FIRE DETECTION :

SMOKE DETECTION :

FIRE RESISTANCE OF STRUCTURAL

ELEMENTS

RATING

(HOURS)

DESIGN

NUMBER

EXTERIOR WALLS

LOAD BEARING WALLS

NON-LOAD BEARING WALLS

CALCULATIONS

DOOR

STAIR

A-3

VB (EXISTING)

60', 2 STORIES

24,000 SF

NA

2017 ABAAS

NA

NA

EXISTING

NA

NFPA 13

NA

NFPA 72

NFPA 13

NFPA 72

NFPA 101/2024 IFC

2024 IECC

2024 IMC

2024 UPC

2023 NEC

2024 IBC & IEBC

0.2" / OCC = 56.8" - MIN. 72" PROVIDED

0.3" / OCC = 85.2" - MIN. 15' PROVIDED

PLUMBING FIXTURE

REQUIREMENTS

MEN - REQUIRED

WOMEN - REQUIRED

MEN - PROVIDED

WOMEN - PROVIDED

NUMBER OF OCCUPANTS

MEN

WOMEN

WC LAV URINALS

TUB/

SHOWER

DRINKING FOUNTAINS

REQUIRED

PROVIDED

OCC TYPE A-3

1 PER 50 2 PER 50 - - 1 PER 8

1 PER 100

2 3 1 NA

2 3 2 NA

3 3 NA

5 3 NA

FIRST FLOOR

SECOND FLOOR

TOTAL

AREA (GROSS SQUARE FOOTAGE) :

BUILDING STATISTICS

NUMBER OF STORIES :

4316 SF

2158 SF

2158 SF

DATE INITIAL

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

SECOND FLOOR - CODE REVIEW PLAN

ACC_ROOM SCHEDULE

ROOM NO ROOM NAME FUNCTION OF SPACE CALC (SQF/OCC) OCCUPANT LOAD

AREA / OCC

FIRST FLOOR

101 WOMENS RR (none) 108 SF / 200 SF 1

102 MENS RR (none) 184 SF / 200 SF 1

103 CORRIDOR (none) 129 SF / 200 SF 1

104 STORAGE ACCESSORY STORAGE

AREAS, MECHANICAL,

EQUIPMENT ROOM

340 SF / 300 SF 1

105 DRESSING LOCKER ROOMS 249 SF / 50 SF 5

106 DRESSING LOCKER ROOMS 242 SF / 50 SF 5

107 UTILITY ACCESSORY STORAGE

AREAS, MECHANICAL,

EQUIPMENT ROOM

310 SF / 300 SF 1

108 FIRE ACCESSORY STORAGE

AREAS, MECHANICAL,

EQUIPMENT ROOM

33 SF / 300 SF 0

109 MECH ACCESSORY STORAGE

AREAS, MECHANICAL,

EQUIPMENT ROOM

37 SF / 300 SF 0

: 9 14

: 9 14

FIRST FLOOR: 9 14

SECOND FLOOR

201 ASSEMBLY ASSEMBLY WITHOUT FIXED

SEATS CONCENTRATED

(CHAIRS ONLY - NOT FIXED)

1887 SF / 7 NET SF 270

202 STORAGE ACCESSORY STORAGE

AREAS, MECHANICAL,

EQUIPMENT ROOM

31 SF / 300 SF 0

203 STORAGE ACCESSORY STORAGE

AREAS, MECHANICAL,

EQUIPMENT ROOM

31 SF / 300 SF 0

: 3 270

: 3 270

SECOND FLOOR: 3 270

TOTALS:: 12 284

REVISED TITLE OF SHEET DRAWING NO.

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ARCH/ENG PROJ #

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Designer

Author

Checker

4/09/2026

09258015

A 00.1

ARCHITECTURAL INFO SHEET

REMODEL PUBLIC RESTROOMS FOR ACCESSIBILITY AT INFANTRY

BARRACKS

009258015-2-A 00.1 ARCHITECTURAL INFO SHEET

FORT SCOTT HISTORIC SITE, 199 OLD FORT BLVD

FORT SCOTT, KS 66701

80073

307909

FINAL CONSTRUCTION DOCUMENTS

A. THE DEMOLITION PLANS WERE PRODUCED BY DUPLICATING THE ORIGINAL DRAWINGS

PROVIDED BY THE OWNER AND LIMITED FIELD VERIFICATION. DIMENSIONS AND EXISTING

CONDITIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS.

ITEMS WHICH ARE INTENDED TO BE REMOVED, RELOCATED, OR SALVAGED ARE SHOWN AS

FULL-TONE DASHED LINES AND ARE LISTED IN THE REFERENCED DEMOLITION NOTES. ALL

OTHER ITEMS ARE INTENDED TO REMAIN IN PLACE AND ARE SHOWN HALF-TONE.

B. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, THE ITEMS BELOW OR HERE-IN. THE

CONTRACTOR SHALL COORDINATE ALL REQUIRED RENOVATION AND NEW CONSTRUCTION

WITH THE EXISTING BUILDING TO IDENTIFY THE TOTAL EXTENT OF THE DEMOLITION

REQUIRED AND AS LISTED BELOW.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL

EXISTING BUILDING COMPONENTS, MATERIALS, EQUIPMENT, AND APPURTENANCES AS

REQUIRED TO BUILD, ERECT, INSTALL, OR ACCOMMODATE ALL NEW CONSTRUCTION

WITH THE OWNER HAVING FIRST RIGHT OF REFUSAL ON ALL ITEMS.

D. ITEMS NOTED TO BE REMOVED AND SALVAGED OR REINSTALLED SHALL BE CAREFULLY

REMOVED BY THE CONTRACTOR WITHOUT DAMAGE AND STORED OR REINSTALLED ON THE

SITE AS DIRECTED. REMOVED AND SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE

OWNER.

E. WHERE EXISTING FLOOR MATERIALS AND/OR WALLS ARE TO BE REMOVED, PREP REMAINING

FLOOR AND/OR WALL SUBSTRATE AS REQUIRED PER MANUFACTURERS RECOMMENDATIONS

FOR THE NEW FLOOR/WALL FINISH MATERIAL. REMOVE ALL FINISH FLOORING DOWN TO

BASE SUBSTRATE FLOORING AND PREP TO RECEIVE NEW FINISH.

F. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE, MATERIAL REASONABLY

BELIEVED TO BE ASBESTOS, LEAD-BASED PAINT, OR ANY OTHER HAZARDOUS MATERIAL

WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP

WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND

ARCHITECT IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT THEREAFTER BE

RESUMED EXCEPT BY WRITTEN AGREEMENT OF THE OWNER AND CONTRACTOR.

G. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION, MAINTENANCE, AND REMOVAL OF

ALL CONSTRUCTION BARRIERS.

H. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ELEMENTS THAT ARE EXISTING TO

REMAIN. IF ANY DAMAGE IS INCURRED DURING DEMOLITION, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THOSE ITEMS.

A. EXISTING CONDITIONS ARE BASED ON DRAWINGS PROVIDED BY THE OWNER AND LIMITED

FIELD VERIFICATION. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

AND DIMENSIONS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR

VARIATIONS FROM THOSE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ADJUST TO

ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER.

B. ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF DOCUMENTS TO

DETERMINE THEIR FULL SCOPE OF WORK. CONTRACTOR SHALL NOT BE ALLOWED EXTRA

COSTS DUE TO FAILURE TO REVIEW ENTIRE SET OF DOCUMENTS.

C. CONTRACTOR SHALL TAKE ALL MEASUREMENTS FOR WORK AND BE RESPONSIBLE FOR

SAME. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDITIONAL

EXPENSE TO OWNER. COORDINATE THE WORK AND SHOP DRAWINGS WITH ALL OTHER

TRADES AFFECTED.

D. SCREENED HALF-TONE LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. FULL-TONE

LINES INDICATE NEW OR RELOCATED CONSTRUCTION.

E. DIMENSIONS ARE TYPICALLY TO FINISH FACE OF MASONRY, CONCRETE, GYPSUM WALL

BOARD, AND METAL FRAMES; OR CENTER LINE OF COLUMN OR BEAMS, UNLESS NOTED

OTHERWISE.

F. INTERIOR DOORS WITH THE HINGE-SIDE SHOWN CLOSE TO CORNERS SHALL BE LOCATED 4

INCHES FROM ADJACENT WALL UNLESS NOTED OTHERWISE

G. CHANGES IN FLOOR MATERIALS SHALL OCCUR UNDER DOORS.

TRUE

NORTH

PLAN

NORTH

NORTH

NORTH

ARROW

NAME

ELEVATION

LEVEL

MATCHLINE

AREA A

AREA B

TITLE

MARKER

VIEW NAME

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

EXISTING

COLUMN

NEW

COLUMN

X

X

X

XX-XX

SIM

X

XX-XX

XXXX

DX

X

SECTION/

DETAIL

PLAN

DETAIL

REFERENCE

NOTE

REFERENCE

DEMOLITION

NOTE

EQUIPMENT

NUMBER

ROOM NAME

150 SF

ROOM

NUMBER

LETTER INDICATES

NEW COLUMN LINE

LETTER INDICATES

EXISTING COLUMN LINE

SECTION/DETAIL

NUMBER

SHEET NUMBER

INDICATES DIRECTION

OF VIEW

DETAIL NUMBER

SHEET NUMBER

REFERENCE

DESIGNATION

DEMOLITION

DESIGNATION

EQUIPMENT

NUMBER

ROOM NAME

DESIGNATION

ROOM NUMBER

DESIGNATION

ROOM AREA

DESIGNATION

ROOM /

FRAMING

ELEVATION

EXTERIOR

ELEVATION

XX-XX

XX-XX

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

DOOR

NUMBER

DOOR NUMBER10

WINDOW

DESIGNATION

WINDOW DESIGNATION000

TA-X

TOILET

ACCESSORY

TOILET ACCESSORY

NUMBER

WALL

TYPE

LETTER

INDICATES

PARTITION OR

WALL TYPE

X

DETAIL NUMBER

LEVEL CALLOUT

DESIGNATION

ELEVATION

DESIGNATION

GRAPHIC AREA FOR

DRAWING

TITLE

SCALE OF THE

DRAWING

ABBREVIATIONSREFERENCE LEGEND GENERAL NOTESGENERAL DEMO NOTES

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SB SECURITY BARS

SB SPLASH BLOCK

SCH SCHEDULE

SCHED SCHEDULE

SCR SCREW

SCT STRUCTURAL CLAY TILE

SCUT SCUTTLE

SCW SOFT COLD WATER

SD STORM DRAIN

SD SUBDRAIN

SDI STEEL DECK INSTITUTE

SECT SECTION

SECY SECRETARY

SEQ SEQUENCE

SF SQUARE FOOT (FEET)

SFU STRUCTURAL FACING

UNIT

SHLD SHOULDER

SHT SHEET

SHTG SHEATHING

SHW SOFT HOT WATER

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SL SNOW LOAD

SLBB SHORT LEG BACK TO

BACK

SM SPRINKLER MAIN

SOV SHUT OFF VALVE

SPA SPACE(ING)

SPEC SPECIFICATIONS

SPF SOUNDPROOF

SPH SPACE HEATER

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SS SANITARY SEWER

SS STAINLESS STEEL

SSMR STANDING SEAM METAL

ROOFING

STA STATION

STAIR STAIRWAY

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STGR STRINGER

STIFF STIFFENER

STIRR STIRRUPS

STL STEEL

STN STONE

STOR STORAGE

STR STRUCTURAL

SUB FL SUB FLOOR

SUCT SUCTION

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

SW SWITCH

SWBD SWITCH BOARD

SYM SYMMETRICAL

T TREAD

T or TLT TOILET

TAN TANGENT

TBD TACK BOARD

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

TGL TOGGLE

TH THRESHOLD

THK THICK

THRD THREAD

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOPO TOPOGRAPHIC

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TW TEMPERED WATER

TWR TEMPERED WATER

RETURN

TYP TYPICAL

UC UNIT COOLER

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS

LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UPS UNINTERRUPTIBLE

POWER SYSTEM

UR URINAL

UT UTILITY

UV UNIT VENTILATOR

V VOLT

VAC VACUUM

VAV VARIABLE AIR VOLUME

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VD VAULT DOOR

VEL VELOCITY

VENT VENTILATOR(ION)

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY

DRIVE

VOL VOLUME

VPC VERTICAL POINT OF

CURVATURE

VPI VERTICAL POINT OF

INTERSECTION

VPT VERTICAL POINT OF

TANGENCY

VS VENT STACK

VT VINYL-TILE

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W WIDE (WIDTH)

W WIRE

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET

WC WATER COLUMN

WD WASTE DRAIN

WD WOOD

WD BLKG WOOD BLOCKING

WD DR WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WG WIRE GLASS

WH WALL HYDRANT

WHT WHITE

WI WROUGHT IRON

WKSH WORK SHOP

WL WIND LOAD

WNSCT WAINSCOT

WP WEATHER PROOF

WP WORK POINT

WPF WATER PROOF

WPFG WATER PROOFING

WRB WARDROBE

WS WASTE STACK

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WOVEN WIRE MESH

XFMR TRANSFORMER

YD YARD or YARD DRAIN

LBS POUNDS

LD LOAD

LDG LOADING

LE LEFT END

LG LENGTH (LONG)

LIN LINEAR

LIS LAWN IRRIGATION

SYSTEM

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNTL LINTEL

LP LOW POINT

LPG LIQUIFIED PETROLEUM

GAS

LPS LOW PRESSURE STEAM

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVT LUXURY VINYL TILE

M MIDDLE

M THOUSAND

M & B MATCHED AND BEADED

MA MAKE-UP AIR

MACH MACHINE

MAS MASONRY

MAT or

MATL

MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBH 1000 BTUH

MC MEDICINE CABINET

MC MISCELLANEOUS

CHANNELS

MECH MECHANICAL

MER MECHANICAL EQUIPMENT

ROOM

MET METAL

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML METAL LATH

MLDG MOULDING

MO MASONRY OPENING

MONO MONOLITHIC

MT METAL THRESHOLD

MTD MOUNTED

N NORTH

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL

CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE

PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO NUMBER

NR NOT REQUIRED

NS NEAR SIDE

NTS NOT TO SCALE

OA OUTSIDE AIR

OB WG OBSCURE WIRE GLASS

OBGL OBSCURE GLASS

OBSC OBSCURE

OC ON CENTER(S)

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPS OPERATIONS

OS & Y OUTSIDE SCREW & YOKE

OSF OUTSIDE FACE

OV OVERFLOW VALVE

OX OXYGEN

OZ OUNCE

P PAINT

PA PUBLIC ADDRESS

PBS PUSH BUTTON STATION

PC PIECE

PC POINT OF CURVATURE

PC PRECAST

PCC PORTLAND CEMENT

CONCRETE

PCT PORCELAIN CERAMIC TILE

PD PRESSURE DROP

PE POLYETHYLENE

PEN PENETRATION

PERF PERFORATED

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIV POST INDICATING VALVE

PL or P PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLATF PLATFORM

PLBG PLUMBING

PLG PILING

PLWD PLYWOOD

PNL PANEL

POL POLISH(ED)

PORC PORCELAIN

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRESS PRESSURE

PROJ PROJECT

PRV PRESSURE REGULATING

VALVE

PS PRESSED STEEL

PSFT POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT POINT

PT POINT OF TANGENCY

PTD PAINTED

PTN PARTITION

PVC POLYVINYL-CHLORIDE

PVMT PAVEMENT

PW PASS WINDOW

1/4 RD QUARTER ROUND

QT QUARRY TILE

QT QUART

QTRS QUARTERS

QTY QUANTITY

QTZ QUARTZ

R REGISTER

R RISER

RA RETURN AIR

RAD OR

R

RADIUS

RB RESILIENT BASE

RC REMOTE CONTROL

RCP REINFORCED CONCRETE

PIPE

RD ROOF DRAIN

RE RIGHT END

REC RECEIVER

RECP RECEPTACLE

RECR RECREATION

RECT RECTIFIER

REF REFERENCE

REFR REFRIGERANT

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCEMENT

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

REV REVISIONS

RFG ROOFING

RH RELATIVE HUMIDITY

RL REFRIGERANT LIQUID

RM ROOM

RND ROUND

RO ROUGH OPENING

RPM REVOLUTIONS PER

MINUTE

RT RUBBER TILE

RTU ROOF TOP UNIT

RUB RUBBER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DIST DISTRIBUTION

DL DEAD LOAD

DMPR DAMPER

DN DOWN

DP DAMP PROOFING

DPT DEW POINT

DR DOOR

DRN DRAIN

DS DOWN SPOUT

DV DENTAL VACUUM

DWG DRAWING

DWLS DOWELS

DX DIRECT EXPANSION

E EAST

EA EACH

EA EXHAUST AIR

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY

RATIO

EJ EXPANSION JOINT

EL OR

ELEV

ELEVATION - GRADE OR

BUILDING

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

ENT ENTERING

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

EVAP EVAPORATOR

EW EACH WAY

EWC ELECTRIC WATER

COOLER

EXC EXCAVATE

EXD EXIT DEVICE

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPL EXPLOSION

EXPN EXPANSION

EXT EXTERIOR

F FAHRENHEIT

F FIRE

FA FRESH AIR

FCG FACING

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER

BRACKET

FEC FIRE EXTINGUISHER

CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FIX FIXTURE

FL or FLR FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLG FLOORING

FLUOR FLUORESCENT

FP FIRE PROTECTION

FPM FEET PER MINUTE

FPRF FIRE PROOF

FR FRAME

FRG FURRING

FS FAR SIDE

FS FLOOR SINK

FS FULL SIZE

FT FEET (FOOT)

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G GRILLE

G NATURAL GAS

GA GAGE OR GAUGE

GAL GALLON

GALV GALVANIZED

GEN GENERAL

GFE GOVERNMENT FURNISHED

EQUIPMENT

GFE/CI GOVERNMENT FURNISHED

EQUIPMENT/CONTRACTOR

INSTALLED

GFI GROUND FAULT

INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GND GROUND

GOVT GOVERNMENT

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRADE

GRS GALVANIZED RIGID STEEL

CONDUIT

GRTG GRATING

GSU GLAZED STRUCTURAL

UNITS

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

H or HT HEIGHT (HIGH)

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED

HD HEAD

HDPE HIGH DENSITY

POLYETHYLENE

HDR HEADER

HDW HARDWARE

HIP HIGH PRESSURE

HM HOLLOW METAL

HORIZ HORIZONTAL(LY)

HP HORSE POWER

HPS HIGH PRESURE STEAM

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH STRENGTH GYPSUM

PLASTER

HTG HEATING

HTR HEATER

HW HEAD WALL

HW HOT WATER

HWH HOT WATER HEATER

HWR HOT WATER RETURN

(HEATING)

HWS HOT WATER SUPPLY

(HEATING)

HYD HYDRAULIC

I or FE IRON

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IES ILLUMINATING

ENGINEERING SOCIETY

IN INCH

INSUL INSULATION

INT INTERIOR

INV INVERT OR INVERTER

IP IRON PIPE

ISF INSIDE FACE

JB JUNCTION BOX

JBOX JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K KEY

KCP KEENE'S CEMENT

PLASTER

KIP or K KILOPOUND (1000 LBS)

KIT KITCHEN

KL KEY LOCK

KP KICK PLATE

KV KILOVOLTS

KVA KILOVOLT AMPERES

KW KILOWATT

LAB LABORATORY

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

A COMPRESSED AIR

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABS ACRYLONITRILE BUTAD

STYRENE

AC ALTERNATING CURRENT

ACI AMERICAN CONCRETE

INSTITUTE

ACSR ALUMINUM CONDUCTOR

STEEL REINFORCED

ACST ACOUSTIC

AD ACCESS DOOR

AD AREA DRAIN

ADMIN ADMIN ADMINISTRATION

(IVE)

AFF ABOVE FINISH FLOOR

AFFF AQUEOUS FILM FORMING

FOAM

AGG AGGREGATE

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPS INTERRUPTING

CAPACITY (SYM RMS)

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AL ACTIVE LEAF

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

AP ACCESS PANEL

APD AIR PRESSURE DROP

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL OR

ARCHITECT

ARI AMERICAN

REFRIGERATION

INSTITUTE

ASB ASBESTOS

ASPH ASPHALT

APC ACOUSTICAL PANEL

CEILING

AUTO AUTOMATIC

AV ACID VENT

AVG AVERAGE

AW ACID WASTE

AWC ACOUSTICAL WALL

COVERING

AWG AMERICAN WIRE GAUGE

L ANGLE

BATT BATT INSULATION

BB BULLETIN BOARD

BBO BOILER BLOW OFF

BC BOOKCASE

BD BOARD

BDY BOUNDARY

BEJ BRICK EXPANSION JOINT

BIT BITUMINOUS

BKR BREAKER

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BM BENCH MARK

BO BOTTOM OF

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRKT BRACKET

BS BOTH SIDES

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BUR BUILT-UP ROOFING

BW BOTH WAYS

C CENTER

C OR

CND

CONDUIT (ELECTRICAL

SHEETS)

C TO C CENTER TO CENTER

CAP CAPACITY

CB CATCH BASIN (OR CIRCUIT

BREAKER)

CC CENTER TO CENTER

CCT CIRCUIT

CD CONDENSATE DRAIN

CE COVER ELEVATION

CEM CEMENT

CF CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CHIM CHIMNEY

CI CAST IRON

CI CURB INLET

CIP CAST IN PLACE

CIR CIRCULAR

CJ CONTROL JOINT

CKT CIRCUIT

CL CENTER LINE

CL WG CLEAR WIRE GLASS

CLG CEILING

CLKG CAULKING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY

UNIT

CNTR COUNTER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION

COMB COMBUSTION

COMP COMPRESSIBLE

COMPR COMPRESSOR

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONSTR

JT

CONSTRUCTION JOINT

CONT CONTINUOUS

(CONTINUATION)

CONTR CONTRACTOR

COR CORNER

CORR COVERED

COV CORRIDOR

CPL CEMENT PLASTER

CPS CYCLES PER SECOND

(HERTZ)

CPT CARPET

CR CONDENSER WATER

RETURN

CRES CORROSIVE RESISTANT

STEEL

CRG CARRIAGE

CRSE COURSE

CS CONDENSER WATER

SUPPLY

CS COUNTER SINK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

CTL CARPET TILE

CU CONDENSING UNIT

CU YD CUBIC YARDS

CUH CABINET UNIT HEATER

CV CEILING VENT

CW COLD WATER

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

CYL CYLINDER

D DEPTH (DEEP)

D DIFFUSER

d PENNY (as in nail - 10d)

D&M DRESSED AND MATCHED

DA DOUBLE ACTING

DB DRY BULB

dB DECIBEL

DBL DOUBLE

DC DIRECT CURRENT

DCJ DOWELED CONTROL

JOINT

DCJT DUMMY CONTROL JOINT

DCL DOOR CLOSER

DCW DOMESTIC COLD WATER

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHW DOMESTIC HOT WATER

DI DEIONIZED WATER

DIA DIAMETER

CLO CLOSET

FR FIRE RATED

U/C UNDER CABINET

SYMBOL LEGEND

PLAN VIEW

SECTION / ELEVATION VIEW

SHEAR WALL

MASONRY-CMU

CONCRETE

GRAVEL

EARTH / COMPACTED

EARTH /

NONCOMPACTED

RIGID INSULATION

JOINT FILLER

STEEL

GYPSUM

MASONRY-VENEER

STUD WALL

FLEXIBLE INSULATION

GROUT

PLYWOOD

WOOD (FINISH)

MASONRY-CMU FACE

MASONRY-CMU

MASONRY-VENEER

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

Section 01 10 00 - Division 01 Short Form General Requirements Section 01 78 00 - Closeout Submittals

DIVISION 04 – CONCRETE

Section 03 30 00 Cast-in-Place Concrete

DIVISION 08 – OPENINGS

Section 08 14 16 Flush Wood Doors Section 08 71 00 Door Hardware

DIVISION 09 – FINISHES

Section 09 21 16 Gypsum Board Assemblies Section 09 30 00 Tiling

DIVISION 10 – SPECIALTIES

Section 10 21 13 Metal Toilet Compartments Section 10 28 00 Toilet Accessories

DIVISION 23 HVAC

Section 23 31 13 Metal Ducts Section 23 33 00 Air Duct Accessories Section 23 32 23 HVAC Power Ventilators

DIVISION 26 ELECTRICAL

Section 26 05 00 Common Results Section 26 05 19 Low-Voltage Power and Control Conductors and Cables Section 26 05 33 Aboveground Raceways and Boxes Section 26 09 23 Lighting Control Devices Section 26 27 26 Wiring Devices Section 26 28 13 Fuses Section 26 28 16 Enclosed Switches Section 26 29 13.03 Manual and Magnetic Motor Controllers Section 26 51 19 LED Interior Lighting

SECTION 01 10 00

DIVISION 1 SHORT FORM GENERAL REQUIREMENTS

PART 1 – GENERAL

ITEM 1 - DESCRIPTION OF WORK

1.1 Background: This project is at Fort Scott National Historic Site Infantry Barracks - HS-6. The scope covers upgrades to the mechanical system and revisions to the restrooms to provide ABA compliance. This building houses the park’s main event center, largest bathrooms and the living history clothing

1.2 Work Covered by the Contract Documents:

A. Project Location: 199 Old Fort Blvd, Fort Scott, KS 66701

B. Work consists of: This work will also include revisions to both men’s and women’s stalls for improved efficiency and ABA compliance. Approximately 550 SF Remodel existing Men and Women restrooms to provide a minimum of one ABA and two standard toilet compartments for each. Provide three laves each sex. This contract will remove and replace four air handlers/Furnaces, four heat pumps/condensing units with their line sets and electrical components. These units are located in the Infantry Barracks (HS-6).

C. All work will be performed under a single contract.

D. Period of performance: Work shall be completed within 120 calendar days of the start date provided on the Notice to Proceed.

a. Clarification: The Notice to Proceed will be issued with a period of performance that is all inclusive of supply lead times, material deliveries, decommissioning, installation, anticipated average weather days for location, final commissioning, and acceptance of completed work. The contractor will be expected to provide a project schedule with adequate critical path details to ensure all work is completed within the stated calendar days from issuance of the Notice to Proceed. If weather impacts project beyond typical average weather patterns, contractor shall provide documentation in request for additional days.

1.3 Existing Condition Protections:

A. Preservation of Historical and Archeological Fabric:

a. The Historic and Archeological Data Preservation Act of 1974 provides for the preservation of historical and archeological data that might otherwise be lost as the result of alterations to the terrain caused by a federal or federally licensed activity or program.

b. IF, in connection with operations under this contract, the Contractor, subcontractors, or employees of any of them, discovers, encounters or becomes aware of any possible historical or archeological remains or data, objects or sites of cultural value on the project area, such as historical ruins, graves or grave markers, fossils, or artifacts not specifically noted within the contract. The Contractor shall immediately suspend all operations in the vicinity and continue work in other areas outside a 50 foot radius of discovery and notify the Contracting Officer immediately. When safe to do so, follow up in writing with photographs within 2 days, giving the location and nature of the findings. No objects of cultural resource value may be removed. Contracting Officer will contact other entities as required.

c. Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance and/or changes in the work. If such delays and/or changes are ordered, the time of performance and contract price shall be adjusted in accordance with Changes clause.

d. The Contractor will be responsible for protecting the cultural resources within and adjacent to the project area from damage. In addition, the Contractor will be liable for all damage to the cultural resources caused by their actions or the actions of their agents or representatives. The Contractor shall immediately notify the Contracting Officer or their representative if any damage occurs to any cultural resource and immediately suspend work in the area in which damage has occurred until authorized to proceed.

e. The Contractor agrees to include this language within all subcontracts.

B. The structure involved in the work of this Contract is a designated historic structure listed in the National Register of Historic Places. Every precaution shall be taken by the Contractor to prevent damage to existing historical materials, structural components of the building and to the surrounding area. Should any damage be incurred as a result of the Contractor’s operations at the site, it shall be repaired, or the damaged materials replaced in kind by the Contractor to the satisfaction of the Contracting Officer at no additional expense to the Government.

C. Protection of Landscaping and Surrounding Structures: No disturbance is anticipated.

All Ground Disturbance at this project shall have oversite by an Owner provided Archeologist. Coordinate schedules as required. The Contractor shall take all necessary measures to provide protection for all trees, fencing, walks and other landscape features and surrounding structures near the work site as noted with the contract. Any such surrounding features damaged, scarred or broken as a result of the Contractor’s operations at the site outside of agreed upon documented extents, shall be treated, repaired or replaced in kind to the satisfaction of the Contracting Officer at no additional expense to the Government.

ITEM 2 – PROTECTING EXISTING UTILITIES

2.1 Protecting Existing Utilities: Notify Contracting Officer (CO), Contracting Officer’s Representative (COR) and utility companies as required to request location services prior to and to coordinate any excavation/digging operations, and/or for demolition if within Scope of Work.

2.2 Contractor shall be responsible for locating and preventing damage to known utilities on site or indoors. If contractor damage occurs, alert CO and COR as soon as safely possible, and repair utility at no additional expense to the Government. If damage occurs to an unknown utility, contact CO and COR as soon as safely possible.

2.3 Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated below:

A. Notify CO and COR not less than two business days in advance of proposed utility interruptions.

B. Hours for Utility Shutdowns: Shutdowns shall not exceed 2 to 3 hours. Temporary provisions will be needed by the Contractor for periods longer than stated allowance or if required for critical systems as determined by COR.

ITEM 3 - CONTRACTOR’S USE OF PREMISES

3.1 Conduct of Operations: At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent.

https://www.nps.gov/fila/learn/management/superintendents-compendium.htm

A. Communications: Contractor shall provide the Contracting Officer and COR with methods of communications including land and/or cell phone numbers (note some areas of work have limited service coverage), email and in case of emergency 24-hour contact options for duration of time operations.

B. No signs or advertisements (except those specified herein and as required for safety) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

C. Smoking is not permitted within any Federal building or within 25 feet of entrances, operable windows, or outdoor air intakes.

D. Public Use of Site: Contractor shall at all times conduct operations to ensure the least inconvenience to the public.

3.2 On-site work hours: Work shall be generally performed during normal business working hours of 7 a.m. to 3:30 p.m., Monday through Friday, except when otherwise indicated. Work on Saturdays, Sundays, Federal holidays, early morning, or at night may not be performed without prior consent from the CO and COR. Submit requests for work outside of the stated normal business hours to the CO and COR for approval at least 48 hours in advance of the work.

The following Federal holidays are observed by the National Park Service:

New Year’s Day Inauguration Day Martin Luther King, Jr’s Birthday Washington’s Birthday Memorial Day Juneteenth National Independence Day Independence Day Labor Day Columbus Day Veterans Day Thanksgiving Day Christmas Day

• Note: Any of the above holidays falling on a Saturday will be observed on the preceding Friday; holidays falling on Sunday will be observed on the following Monday. The specific day that each holiday is recognized for each year can be found at the following site: Federal Holidays (opm.gov).

3.3 Contractor Use of Site:

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to construction area as shown on site plan. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Driveways and Entrances: Keep driveways, access roads, and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

Schedule deliveries to minimize use of driveways and entrances.

C. Contractor shall not disturb areas outside the defined project work limits. Site disturbance requirements related to earthwork, vegetation clearing, turf matting, and soil compaction remediation are not anticipated for this project; however, if such disturbance becomes necessary, the Contractor shall obtain prior approval from the NPS before proceeding

D. Utilities

a. General: Cost or use charges for temporary facilities shall be included in the

Contract Sum as required.

b. Water Service: Water from existing water system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations without any additional permit costs. Use resources wisely and minimize waste of water.

c. Electric Power Service: Electric power from existing system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations without any additional permit costs. Power may or may not meet your construction power tool requirements, provide generators if questionable. Use power in a resourceful manner and avoid excess power waste.

d. Sanitary Operations:

1. Contractor shall be able to use the existing park restroom facilities, specific location to be discussed during the preconstruction meeting. The restroom facilities shall be kept in immaculate condition. At the discretion of Park personnel and/or COR; contractor may lose the use of the restroom facilities if they are not kept clean and orderly. Restroom use will be a “One strike and you’re out” policy. If restroom privileges are revoked Contractor will be required to provide a toilet for contracting personnel, sufficiently lighted and ventilated toilet facilities in weatherproof, sight proof, handicap accessible (if required), sturdy enclosures with privacy locks. Coordinate with COR for approved location.

2. Waste Removal / Recycling: Contractor must provide dumpster for waste removal. Contractor is responsible for removing all waste created by the project.

E. Security and Protection facilities:

a. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with state and federal environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

b. Cleaning of Equipment: The Contractor shall ensure that prior to moving on to the Project Area, all equipment, is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. Ensure that all equipment has been pressure washed and is free of exotic species prior to start-up of operations and moving of equipment to Project Area. Equipment shall be considered free of soil, seeds, and other debris when a visual inspection does not disclose such material.

Disassembly of equipment components or specialized inspection tools are not required.

c. Tree and Plant Protection is not required for this project.

d. Pest Control: Follow best practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at project completion. Perform control operations lawfully, using environmentally safe materials.

e. Temporary Enclosures: Provide and maintain temporary enclosures such as snow fence as required for protection of construction in progress and from access by visitors or staff, other construction operations, and similar activities.

f. Storage - Staging Areas: Contractor shall confine storage of materials and equipment to areas approved by the Park. No project staging areas are shown on the plans. The Contractor shall propose storage locations for review and approval during the preconstruction briefing. Any storage units provided by the Contractor shall be clean, in acceptable condition to the COR, and maintained in a secure manner. The Contractor is responsible for the security of all materials and equipment on site

3.4 Storage - Staging Areas:

A. Confine Storage of materials and equipment to the project staging area noted on the plans/aerial. Specific storage units shall be provided by the contractor and exact location within staging area shown in appendix A below may be discussed at the preconstruction briefing. All storage units provided by the contractor shall be in a clean and acceptable condition to the COR. Security of the materials and equipment on site is the Contractor’s responsibility.

3.5 Preservation of Natural Features: N/A

3.6 Hauling Restrictions: Contractor shall verify and be responsible for the path accessing the site and obtaining / maintaining all local, state and federal permits/licenses associated with hauling/road requirements and dumping of materials associated with the project.

3.7 Waste Removal, Recycling, and General Housekeeping:

A. Keep project site in a neat, orderly, and safe condition at all times.

1. Contractor is responsible for providing dumpsters for waste and recycling and for removing all waste created by the project. Contractor shall recycle to the highest degree possible and empty dumpsters as necessary to avoid debris on site. Coordinate with COR for approved dumpster locations prior to commencing construction.

2. Dispose of waste materials and recycling legally outside the park. The contractor shall not use park dumpsters.

3. Address Recycling: Government goal is to salvage and recycle as much nonhazardous construction waste as possible. Use sustainable methods to the extent possible during this project, recycling material as much as possible within local means. Maintain accurate documentary records for submittal of all recycled materials used including fly ash and slag cement.

4. For all waste and recycling removals offsite, contractors shall provide estimates and/or tickets to quantify material weights and report back to the park, submit to COR for review and record filing.

3.8 Occupancy Requirements for Buildings:

A. Existing Buildings:

1. Full Government Occupancy: Government will occupy buildings that will be under construction during the entire contract period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage.

Perform the Work so as not to interfere with Government's day-to-day operations.

Maintain existing exits, unless otherwise indicated.

B. New /Existing Buildings Unoccupied:

1. Contractor shall be responsible for and protect the entire facility and construction site from notice to proceed through final acceptance.

3.9 Photo Documentation:

A. Contractor must provide existing condition, progress, and completion photos. All photos shall be in focus, show maximum range of depth of field general photo and then close up detail photo as needed. Shall be in JPEG digital form and submitted preferably electronically by email or optional via CD-R Archival Gold or DVD-R Archival Gold media with printed labels and 8 mega pixels minimum within 7 days from time of taken or as approved by COR.

B. Existing Condition Images:

1. Before starting construction, take color, dated, digital images of project site and adjacent property/roads/etc. that may be impacted by construction activity/traffic.

Include existing items to remain or be salvaged from different vantage points and with context for location identification.

C. Construction Progress Images:

1. Document all sub-surface work/ trenches etc. prior to backfill with photos covering enough overall field view to show location and then zoom in for details. (Locations and dimensions shall also be noted on as built drawing set.)

2. Maintain organized index for photos with date, description, etc.

3. Additional images as needed when questions or emergency situations occur.

Submit within 24 hours.

D. Completion Images:

1. Document all completed work within scope of work.

2. Maintain organized index for photos with date, description, etc..

3. Additional images as needed when questions or emergency situations occur.

Submit within 24 hours.

3.10 Fire and Life Safety:

A. As a minimum, conduct one weekly 15 minute "toolbox" safety meetings. These meetings shall be conducted by a foreman or supervisor and attended by all construction personnel at the worksite. Topics need to coincide with work scheduled for the following week. Document and submit meeting minutes to the CO and COR within one day after the meeting and document the meetings on the daily reports.

B. Comply with the requirements of NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations). Take all necessary precautions to prevent fire during construction. Provide adequate ventilation during use of volatile or noxious substances.

C. Store and handle hazardous materials in accordance with manufacturers and OSHA 29CFR1926 Subpart D requirements 1926 | Occupational Safety and Health Administration (osha.gov). Maintain readily available, on site, MSDS/Safety Data Sheets (SDS) for each chemical.

1. Immediately report all spills of hazardous materials to the CO, COR, and park.

2. Maintain a spill emergency response kit.

3. Train employees how to respond to a spill and use the emergency response kit.

3.11 Noise and Acoustics Management

A. Contractor shall not have personal radios or other media sources and they shall not be broadcast within NPS property.

B. Noise Control: Perform operations to minimize noise. Perform noise-producing work in less sensitive hours of the day or week as directed by the Contracting Officer or COR.

C. Repetitive and/or intermittent, high-level noise: Permitted only during Daytime.

a. Do not exceed the following dB(A) limitations at 50 feet:

ITEM 4 - COMMENCEMENT, PROSECUTION, AND COMPLETION

4.1 The Contractor shall commence work in accordance with the terms and conditions of the contract.

Contractor shall coordinate and incorporate long lead and delivery time items within the schedule.

ITEM 5 - EXAMINATION OF THE SITE

5.1 All bidders are urged to visit the job site and examine existing conditions before submitting bids.

Contractors will be accountable for understanding existing conditions. No cost changes for items visible during site visit will be allowed.

ITEM 6 - ABBREVIATIONS

6.1 The list of abbreviations, standards and organizations which may be used in/referred within the Construction Specifications or Special Provisions, may be found linked from the listed page below.

On the home page, follow the link under “Contracting and Procurement” labeled “NPS Reference Standards.” https://www.nps.gov/orgs/1671/do-business-with-us.htm

ITEM 7 - ACCIDENT PREVENTION

7.1 Description: The work of this section consists of establishing and implementing an effective accident prevention program (APP) and providing a safe environment for all personnel and visitors.

7.2 Submittals:

A. Accident Prevention (Safety) Plan (APP): Submit a site-specific accident prevention (safety) plan. The Plan shall be written to comply with OSHA and project requirements (a generic plan is not acceptable) including but not limited to the following:

1. Name and qualifications of responsible supervisor to carry out the program.

2. First aid and rescue procedures.

3. Training, both initial and continuing.

4. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to provide for property protection and safety of the public, National Park Service personnel, and Contractor's employees. Identify the work included under each phase, with a Job Hazard Analysis (JHA)/Job Safety Analysis (JSA), etc. A sample JHA template may be provided upon request.

5. Planning for possible emergency situations, such as cave-ins, earthquake, explosions, fires, floods, power outages, slides, and windstorms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.

6. Contractor to identify nearest location of medical facility for emergencies

7. Recognition that works will be performed in remote areas with limited communication or cell phone coverage if applicable.

8. Supplemental hazard specific plans may be required IAW 29 CFR 1926 or 1910.

B. Meeting and Inspection Reports: Safety Meetings: As a minimum, conduct 15 minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite. Submit a report of safety meetings and inspections to CO and COR within one day after the meeting and document the meetings on the daily reports.

7.3 Qualification of Employees:

A. Ensure that employees are physically qualified to perform their assigned duties in a safe manner to include operators of vehicles and equipment. Provide operating instructions for all equipment.

B. Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

7.4 Accident Reporting: The Contractor shall report all accidents to the CO and COR as soon as safely possible and assist the CO and COR and other officials as required in the investigation of the accident.

7.5 First Aid Facilities: Provide access to facilities for the number of employees and appropriate to the hazards associated with the types of ongoing construction work at the site.

7.6 Emergency Instructions: Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

7.7 Personal Protective Equipment (PPE): It is the Contractor's responsibility to require all those working on or visiting the site to wear necessary protective equipment at all times.

A. PPE must meet requirements of applicable ANSI standards. Selection shall conform to OSHA 29CFR 1926 Subpart E.

B. A hard hat use area shall be designated by the Contractor. The hard hat area shall be posted by the Contractor in a manner satisfactory to the Contracting Officer.

C. All PPE will be serviceable at all times. At a minimum, maintain 2 sets of PPE including hard hats and all other Accident Prevention Plan required equipment.

7.8 Hazardous Materials: It shall be the responsibility of all operators and contractors, functioning within the park to properly cleanup, mitigate and remediate if necessary, all unauthorized discharges of hazardous materials or non-hazardous chemical and biological products released from fleet and/or other support vehicles or stationary sources. Response shall be consistent with guidelines established by federal, state, and local regulations, and as outlined within the operator's Safety or Hazardous Materials Business Plan.

A. If a spill, leak, or other release occurs, the operator shall as soon as possible, without impeding cleanup, notify the local 911 Emergency Response, COR and or the National Park Service Emergency Dispatch.

ITEM 8 - PRECONSTRUCTION CONFERENCE

8.1 If the Contracting Officer decides to conduct a preconstruction conference, the successful offeror will be notified and will be required to attend. The Contracting Officer’s notification will include specific details regarding the date, time, and location of the conference, any need for attendance by subcontractors, and information regarding the items to be discussed. See Item 9.1C below.

ITEM 9 - SUBMITTALS

9.1 General Contracting Submittal Procedures:

A. General: Prepare and submit submittals required by individual Technical Specification Sections. Types of submittals are indicated in individual specific sections.

1. CM-16 Transmittal Form: All submittals shall be transmitted via electronic email using National Park Service form CM-16 form. The form will be provided by the Contracting Officer. No action will be taken on a submittal item unless accompanied by the CM-16 transmittal form. Submit completed CM-16 forms to the CO and the COR

B. Submittal List: administrative required submittals are listed below in 9.1.C and does not include technical section submittal requirements included in each technical section.

C. Preconstruction Conference Submittal: Satisfactory evidence of liability insurance coverage and workman’s compensation, and any applicable bonds, must be submitted within 10 calendar days of Notice of Award. The following items are to be submitted prior to the Preconstruction Conference or as specified at the CO’s discretion. The timeline for the documents to be submitted will be addressed at the pre-construction conference for those items that were not received and approved prior. Notice to Proceed may not be issued, and the Contracting Officer will consider other contractual remedies if not resolved as directed. Work shall not commence until written Notice to Proceed has been issued. Contracting Officer will notify Contractor of tentative date for the Pre-Construction Conference:

1. Letter designating Project Superintendent.

2. Construction Schedule. (Must include shop drawings, procurement time including long lead time items, mobilization, trade work progression and completion at minimum.)

3. A comprehensive breakdown of the Schedule of Values.

4. Accident Prevention (Safety) Plan (see section 7 of this document).

5. A list of Subcontractors for this project.

6. Written statements from subcontractors certifying compliance with applicable labor standard clauses (SF1413).

7. Quality Control Plan.

8. Waste Management Plan. Required

9. Temporary Storm Water Pollution Prevention Plan (SWPPP or UPPP) Submitted to AHJ (Authority Having Jurisdiction).

10. Indoor Air Quality (IAQ) Management Plan. Required

11. Contractors Commissioning Plan. Required

12. Historic Preservation Treatment Plan Submitted to AHJ (Authority Having

Jurisdiction). Required

13. List of Construction Permits. Include the following information for each permit:

Required

a. Name of Permit.

b. The Agency(ies) with Jurisdiction issuing the permit.

c. Information required from the Government to complete the permit application.

9.2 Project Submittal Process (Shop Drawings, Product Data, and Samples): Contracting Officer will provide sample cover sheet and a list of required submittals is included in each technical specification or attached at the end of this document.

A. Shop Drawings: Indicate all coordinating materials and work impacting the installation coordination, connection details, anchorage requirements, hardware locations, and installation details and locations.

1. Submit Shop Drawings according to Part 9.1 of this section to include one digital file (.PDF or .TIF) and two full size hardcopy documents to COR.

B. Product Data: Provide component construction and specification data sheets, anchorage requirements and any other product specific data.

2. Submit Product Data according to Part 9.1 of this section to include one digital file (.PDF or .TIF) to COR.

C. Samples: Submit 2 color samples 4” x 6” minimum in size for all product color selections. Paint samples shall be actual paint finish drawdown for all project colors.

3. Submit Samples CM-16 Transmittal Form according to Part 9.1 of this section to include one…