Project 9_Attachment 0013 Scopes_11 May 2026.pdf

1.0 Project Overview

The work under this contract consists of the repair of Taxiway 'H' (South Package) at McChord

Field, Joint Base Lewis-McChord, WA. The Contractor shall furnish all labor, materials, equipment, and supervision necessary to perform the work as detailed in the construcƟon drawings and technical specificaƟons. The project is to be completed in phases to minimize disrupƟon to airfield operaƟons.

2.0 General Requirements & CoordinaƟon

• Compliance: All work shall conform to applicable building codes, regulaƟons, and ordinances, including UFC 3-260-01 for airfield operaƟons. The Contractor is responsible for obtaining all required permits.

• Field VerificaƟon: The Contractor is responsible for field verifying all exisƟng condiƟons and dimensions prior to the start of work.

• Safety & Security: The Contractor is solely responsible for construcƟon means, methods, sequences, and the safety of all personnel. This includes adherence to all airfield safety, security, and vehicle/equipment marking requirements as detailed in the drawings

(Sheets CI001-CI005, GI003).

• Access & Staging:

• Contractor access to the site will be through Gate 63V and along the route specified in the drawings.

• A designated staging area is provided for material stockpiling and vehicle parking.

The Contractor must maintain this area and restore it to its original condiƟon upon project compleƟon.

• FOD Control: The Contractor shall be responsible for the prevenƟon and conƟnuous removal of any Foreign Object Debris (FOD) from all acƟve and construcƟon pavement areas.

3.0 DemoliƟon and Removals

Pavement Removal: Saw-cut, demolish, and remove exisƟng Portland Cement Concrete

(PCC) pavement and Asphalt Concrete (AC) shoulders within the limits defined on

DemoliƟon Plans (Sheets CD101-CD107).

Base Course Removal: Excavate and remove the exisƟng base course material to the depths specified in the Pavement Removal Details (Sheet CD501).

ProtecƟon: The Contractor must protect all exisƟng uƟliƟes, taxiway edge lights, and other airfield appurtenances from damage during construcƟon. Any damage shall be repaired at the Contractor's expense.

Disposal: All demoliƟon rubble, debris, and excess excavated material shall be removed from government property and disposed of at an approved off-site locaƟon.

4.0 Earthwork and Grading

Grading: Grade the site to the lines, elevaƟons, and profiles indicated on the Grading

Plans (Sheets CG101-CG107) and Taxiway Profiles (Sheets CG201-CG209).

Subgrade PreparaƟon: Prepare and compact the subgrade in preparaƟon for the new base course and pavement. Subgrade must be compacted to 95% or 100% of ASTM

D1557, as specified in the typical secƟons (Sheet CP501).

5.0 Paving and Surfacing

Aggregate Base Course: Install a 6-inch layer of Aggregate Base Course (ABC), compacted to 100%, as the foundaƟon for new pavement secƟons.

PCC Pavement: Place new 14.5-inch thick PCC pavement as shown on the Paving Plans

(Sheets CP101-CP107).

Asphalt Pavement: Place new 3-inch thick AC shoulders and 6.5-inch thick AC pavement for the E Ramp Taxiway connecƟon as detailed.

Joints: Construct all pavement joints (doweled contracƟon, construcƟon, expansion, and thickened edge joints) in strict accordance with the Pavement JoinƟng Details on Sheet

CP502. This includes drilling and grouƟng dowel bars into exisƟng adjacent pavement.

6.0 Pavement Maintenance and Repair

Crack Sealing: Clean and seal all designated cracks in exisƟng asphalt and concrete pavements that are to remain, as shown on the Pavement Maintenance Plans (Sheets

CP201-CP208).

PCC Panel Replacement: Perform full-depth replacement of specified PCC panels, including installaƟon of dowel bars on all sides as per details on Sheet CP503.

ParƟal-Depth Patching: Execute parƟal-depth PCC patch repairs for spalls and other surface distresses as directed by the COR and detailed on Sheet CP503.

7.0 Pavement Markings

Re-stripe all pavement markings that were removed or damaged during construcƟon to match their original configuraƟon, color, and width.

New markings include, but are not limited to, the taxiway centerline, taxiway edge stripes, and decepƟve shoulder striping, as per details on Sheets CP504-CP506.

8.0 Site RestoraƟon and DemobilizaƟon

Upon compleƟon of all construcƟon acƟviƟes, remove all contractor equipment, temporary faciliƟes, and trash from the site.

Restore the contractor staging area and any other disturbed areas to their original condiƟon or beƩer.

WASHINGTON

SPOKANE

SEATTLE

OLYMPIA

TACOMA

JOINT BASE

LEWIS-MCCHORD

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE.:

IJO: MBA160186J

SEATTLE DISTRICT

JOINT BASE LEWIS-MCCHORD, WA

REPAIR TAXIWAY 'H' (PHASE 2) MCCHORD FIELD

DESIGN PKG NO: CE0740

TAXIWAY "H"

(SOUTH PACAKGE)

MCCHORD AFB

FT. LEWIS

JOINT BASE

LEWIS-MCCHORD

MAIN GATE

PLAN NORTH

8655 PENROSE LANE, SUITE 300

LENEXA, KS 66219

913-742-8000

303 S. TOPEKA STREET

WICHITA, KS 67202

316-262-2691

PRIME DESIGN CONTRACTOR CIVIL

14710 NE 87TH STREET

REDMOND, WA 98502

425-636-7900

GEOTECHNICAL

GI001

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US Army Corps of Engineers ®

SHEET ID

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TASK ORDER: W912DW-20-F-2041

07/16/2021

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

REFER TO AEC CAD

STANDARDS FOR PROPER

SHEET NUMBERING

GI002

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US Army Corps of Engineers ®

SHEET ID

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Sheet List Table Sheet Number Sheet Title 35% 60% 100%

GI001 COVER SHEET X X X

GI002 INDEX OF DRAWINGS X X X

GI003 ABBREVIATIONS AND GENERAL NOTES X X X

GI004 PROJECT SCOPE AND PROJECT CONTROL X X X

CI001 TAXIWAY H ACCESS AND SAFETY PLAN (SOUTH) X X X

CI002 PHASE 1 TAXIWAY H ACCESS AND SAFETY PLAN X X X

CI003 PHASE 2 TAXIWAY H ACCESS AND SAFETY PLAN X X X

CI004 CONSTRUCTION PHASING AND SAFETY NOTES X X X

CI005 TRAFFIC CONTROL DETAILS X X X

B100 BORING & TEST PIT LOCATION PLAN X X X

B101 BORING LOGS X X X

B102 BORING LOGS X X X

B103 BORING LOGS X X X

VF101 EXISTING CONDITIONS 1 X X X

VF102 EXISTING CONDITIONS 2 X X X

VF103 EXISTING CONDITIONS 3 X X X

VF104 EXISTING CONDITIONS 4 X X X

CD101 DEMOLITION PLAN 1 X X X

CD102 DEMOLITION PLAN 2 X X X

CD103 DEMOLITION PLAN 3 X X X

CD104 DEMOLITION PLAN 4 X X X

CD105 DEMOLITION PLAN 5 X X X

CD106 DEMOLITION PLAN 6 X X X

CD107 DEMOLITION PLAN 7 X X X

CD501 PAVEMENT REMOVAL DETAILS 1 X X X

CG101 GRADING PLAN 1 X X

CG102 GRADING PLAN 2 X X

CG103 GRADING PLAN 3 X X

CG104 GRADING PLAN 4 X X

CG105 GRADING PLAN 5 X X

CG106 GRADING PLAN 6 X X

CG107 GRADING PLAN 7 X X

CG201 TAXIWAY PROFILES - STA. 62+40 - STA. 67+40 X X X

CG202 TAXIWAY PROFILES - STA. 62+40 - STA. 67+40 X X X

CG203 TAXIWAY PROFILES - STA. 67+40 - STA. 72+40 X X X

CG204 TAXIWAY PROFILES - STA. 67+40 - STA. 72+40 X X X

CG205 TAXIWAY PROFILES - STA. 72+40 - STA. 77+40 X X X

CG206 TAXIWAY PROFILES - STA. 77+40 - STA. 82+40 X X X

CG207 TAXIWAY PROFILES - STA. 82+40 - STA. 85+40 X X X

CG208 TAXIWAY PROFILES - STA. 87+40 - STA. 92+40 X X X

CG209 TAXIWAY PROFILES - STA. 92+40 - STA. 97+70 X X X

CP101 PAVING PLAN 1 X X X

CP102 PAVING PLAN 2 X X X

CP103 PAVING PLAN 3 X X X

CP104 PAVING PLAN 4 X X X

CP105 PAVING PLAN 5 X X X

CP106 PAVING PLAN 6 X X X

CP107 PAVING PLAN 7 X X X

CP201 PAVEMENT MAINTENANCE PLAN 1 X X

CP202 PAVEMENT MAINTENANCE PLAN 2 X X

CP203 PAVEMENT MAINTENANCE PLAN 3 X X

CP204 PAVEMENT MAINTENANCE PLAN 4 X X

CP205 PAVEMENT MAINTENANCE PLAN 5 X X

CP206 PAVEMENT MAINTENANCE PLAN 6 X X

CP207 PAVEMENT MAINTENANCE PLAN 7 X X

CP208 PAVEMENT MAINTENANCE PLAN 8 X X

CP501 PAVEMENT TYPICAL SECTIONS 1 X X X

CP502 PAVEMENT JOINTING DETAILS X X X

CP503 PAVEMENT REPAIR DETAILS X X X

CP504 PAVEMENT MARKING PLAN 1 X X X

CP505 PAVEMENT MARKING PLAN 2 X X X

CP506 PAVEMENT MARKING DETAILS X X X

DRAWING ABBREVIATIONS GENERAL NOTES

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

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

ARCH ARCHITECT

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

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

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

COORDCOORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

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 ---------------------

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 GREXTERIOR 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 FLRFINISH 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 INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

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

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

PVC POLYVINYL CHLORIDE (PLASTIC)

PWR POWER

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

QT QUARRY TILE

QTY QUANTITY

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

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

ANNOTATION CALLOUTS/DRAWING

SYMBOLS

REVISION

TAG

NORTH ARROW

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

SHEET NUMBER

SHEET NUMBER

SHEET KEYNOTE

SHEET NUMBER

A1 A101

SIM

A1 A101

SIM

A-101

A1

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

TYP TYPICAL

U --------------------

UL UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V --------------------

VERT VERTICAL

VENT VENTILATION

VIF VERIFY IN FIELD

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

W --------------------

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WF WIDE FLANGE

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

GENERAL PROJECT NOTES

NOTE

NUMBER DESCRIPTION

1 ALL WORK SHALL CONFORM WITH APPLICABLE BUILDING CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL OBTAIN ALL REQUIRED

BUILDING AND OCCUPANCY PERMITS.

2 INFORMATION ON THE DRAWINGS REGARDING EXISTING CONDITIONS IS BASED UPON DRAWINGS FURNISHED BY THE OWNER. THE INFORMATION IS BELIEVED TO BE AN ACCURATE REFLECTION OF THE EXISTING CONDITIONS, BUT IS IN NO WAY INTENDED TO GUARANTEE EXACT CONDITIONS

3 THE CONTRACTOR IS RESPONSIBLE TO PERFORM A COMPLETE ANALYSIS PRIOR TO COMMENCEMENT OF WORK. REPORT ALL DISCREPANCIES TO THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) IMMEDIATELY. FAILURE OF THE CONTRACTOR TO PERFORM SURVEY, FIELD VERIFY CONDITIONS, AND COORDINATE WORK DOES NOT RELIEVE CONTRACTOR OF RESPONSIBLITY FOR WORK.

4 CONTRACTOR SHALL TAKE PRECAUTIONS TO MAINTAIN AND PROTECT EXISTING SYSTEMS WHICH ARE TO REMAIN. ANY DAMAGES TO SUCH SYSTEMS SHALL BE REPAIRED IN A MANNER ACCEPTABLE TO THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) AT THE CONTRACTORS

EXPENSE.

5 DRAWINGS CONTAINED IN THIS SET SHALL NOT BE REPRODUCED FOR SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP

DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

6 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION AND THE SAFETY OF ALL

CONSTRUCTION PERSONNEL AND VISITORS.

7 DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS OR KEYED NOTES ONLY. CONTACT THE CONTRACTING OFFICER'S REPRESENTATIVE

(COR) FOR CLARIFICATIONS IF REQUIRED.

8 EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR IN WRITING ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THE INSTALLER'S WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION SHALL CONSTITUTE ACCEPTANCE OF THE SUBSTRATE AND/OR CONDITIONS.

9 "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITIONS OR DIMENSION IS THE SAME OR REPRESENTATIVE FOR SIMILAR

CONDITIONS THROUGHOUT.

GI003

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WORK AREA

CP: AHBL#112

NAIL & WASHER

N: 668638.0290 E: 1148084.0160

EL: 288.02

CP: AHBL#111

NAIL & WASHER

N: 668038.8030 E: 1148071.6970

EL: 287.52

CP: AHBL#100

NAIL & WASHER

N: 662757.2110 E: 1147508.6970

EL: 290.56

CP: AHBL#101

REBAR AND CAP

N: 662830.4270 E: 1147960.880

EL: 298.39

CP: AHBL#117

NAIL & WASHER

N: 660020.0900 E: 1147760.3930

EL: 322.29

CP: AHBL#118

NAIL & WASHER

N: 659423.0110 E: 1147631.9100

EL: 321.96

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1" = 400'-0"A1 PROJECT SCOPE AND PROJECT CONTROL

PLAN NORTH

LEGEND

WORK AREA

SEE SHEET VF101 FOR CONTROL

POINT AND BENCHMARK DATUM

INFORMATION.

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CONTRACTOR

ACCESS ROUTE

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BARNES BLVD.

ACCESS TO BASE

THROUGH GATE 63V.

GATE TO BE

CONTROLLED BY

CONTRACTOR

THROUGH DES.

1S T

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STAGING AREA

AND BATCH

PLANT.

SEE SHEET CI003 FOR

AIRFIELD ACCESS.

OUTER DR.

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PROJECT LIMITS.

LEGEND

WORK AREA

CI001

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1" = 500'-0"A1 TAXIWAY H ACCESS AND SAFETY PLAN (SOUTH)

1200'0 600'

NOTES

1. COORDINATION: THE CONTRACTOR SHALL

COORDINATE WITH THE C.O.R. TO SCHEDULE

PROGRESS MEETINGS. THE MEETING SHALL BE USED

TO DISCUSS UPCOMING WORK, REVIEW COMPLETED

WORK, ADDRESS SAFETY ISSUES, AND TO REVIEW

CHANGES TO THE PROJECT SCOPE OR SCHEDULE, IF

APPLICABLE.

2. PHASING: THE CONTRACTOR SHALL COMPLETE THE

PROJECT WORK IN PHASES IN ACCORDANCE WITH

THE PHASING PLANS INCLUDED IN THESE PLANS.

3. THE GOVERNMENT WILL ISSUE ANY NECESSARY

NOTAMS.

4. CONTRACTOR ACCESS:

A. STOCKPILED CONSTRUCTION MATERIALS: THE

CONTRACTOR SHALL STAGE HIS OPERATIONS AND

STORE ALL MATERIALS AT THE LOCATION SHOWN ON

THE HAUL ROUTE AND STAGING AREA PLAN.

AT COMPLETION OF THE PROJECT, THE CONTRACTOR

SHALL REMOVE ALL EQUIPMENT AND PROJECT

GENERATED TRASH FROM THE STAGING AREA AND

RESTORE THE GROUNDS TO EXISTING CONDITIONS.

THE CONTRACTOR SHALL HAVE POSTED ALL

REQUIRED FEDERAL EMPLOYMENT NOTICES IN A

PROMINENT, ACCESSIBLE LOCATION AT THE PROJECT

BEFORE HE WILL BE PERMITTED TO OCCUPY THE

STAGING AREA OR BEGIN CONSTRUCTION.

B. VEHICLE AND PEDESTRIAN OPERATIONS: THE

CONTRACTOR AND ALL SUBCONTRACTORS SHALL

CONDUCT THEIR OPERATIONS IN ACCORDANCE WITH

THE PROCEDURES AND REQUIREMENTS ESTABLISHED

HEREIN AND IN ACCORDANCE WITH APP. B, SECTION

14 OF UFC 3-260-01.

THE CONTRACTOR SHALL LIMIT HIS EQUIPMENT,

OPERATIONS, PARKING, STOCKPILING,

CONSTRUCTION OPERATIONS, ETC. TO WITHIN ACTIVE

WORK AREAS, OUTSIDE AIR OPERATIONS AREAS, OR

THE CONTRACTOR'S STAGING AREA, UNLESS

OTHERWISE APPROVED BY THE C.O.R.

THE CONTRACTOR SHALL COORDINATE WITH THE

C.O.R FOR SPECIFIC SUB-AREAS WITHIN THE STAGING

AREA FOR CONSTRUCTION OFFICE AND EMPLOYEE

PARKING.

WORK MAY ONLY BE UNDERTAKEN ON THE AIR FIELD

WITH C.O. APPROVAL AFTER PLACEMENT OF LOW

BARRICADES IN ACCORDANCE WITH THE APPROVED

SAFETY PLANS. CONTRACTOR IS RESPONSIBLE FOR

PLACEMENT AND ALL MAINTENANCE OF THE

BARRICADES THROUGHOUT CONSTRUCTION.

BARRICADES SHALL NOT BE PLACED WITHIN ACTIVE

TAXIWAY OR RUNWAY SAFETY AREAS.

CONTRACTOR PERSONNEL AND EQUIPMENT WILL BE

REQUIRED TO GIVE WAY TO TAXIING AIRCRAFT AT ALL

TIMES ANYTIME WORK ADJACENT TO AN ACTIVE

TAXIWAY OR APRON IS UNDERWAY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

ACTIVITIES AND SAFETY OF HIS PERSONNEL.

PERSONNEL SHALL BE ADVISED AS TO THE SAFETY

AREAS, THE CONSTRUCTION LIMITS, AND SHALL BE

INSTRUCTED AS TO THE RESTRICTION OF THEIR

MOVEMENTS ON THE AIRPORT. CONTRACTOR

PERSONNEL OPERATING ON THE AIRPORT WILL BE

REQUIRED TO UNDERGO TRAINING DIRECTED BY THE

GOVERNMENT BEFORE BEING ALLOWED ONTO THE

AIRFIELD. CONTRACTOR PERSONNEL INVOLVED IN

AIRCRAFT DAMAGE INCIDENTS OR VIOLATIONS OF

AIRPORT SECURITY WILL BE SUBJECT TO

DISCIPLINARY ACTION INCLUDING EVICTION FROM

AIRPORT PROPERTY.

SEE SHEET CI005 FOR TRAFFIC CONTROL DETAILS.

C. AIRPORT SECURITY: THE CONTRACTOR SHALL

OBTAIN PROPER SECURITY CLEARANCE FOR HIS

PERSONNEL, INCLUDING BADGING FOR SELECT

INDIVIDUALS; AND CAREFUL CONTROL OF VEHICULAR

TRAFFIC ENTERING THE BASE WILL BE REQUIRED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

KEEPING THE SURFACES OF AIRFIELD PAVEMENTS

CLEAN AT ALL TIMES. POWER BROOMS WITH PICK-UP

CAPABILITY, PROVIDED BY THE CONTRACTOR, SHALL

BE AVAILABLE AT ALL ACTIVE CROSSINGS AT ALL

TIMES TO FACILITATE CLEANING THE PAVEMENT.

ONLY BROOMS WITH FIBER TYPE BRISTLES WILL BE

PERMITTED.

A VACUUM-TYPE SWEEPER WILL BE USED TO CLEAN

ALL AIRFIELD PAVEMENTS TO THE SATISFACTION OF

AIRPORT OPERATIONS PRIOR TO OPENING OR

REOPENING THE PAVEMENT.

INSPECTIONS: THE CONTRACTOR SHALL PERFORM

DAILY INSPECTIONS AT THE END OF EACH WORK

SHIFT TO ENSURE THAT ALL PAVEMENTS ARE CLEAN

AND ALL ELECTRICAL SYSTEMS REQUIRED TO BE IN

OPERATION ARE FUNCTIONING PROPERLY.

UNDERGROUND UTILITIES: BEFORE ANY EXCAVATION,

THE CONTRACTOR SHALL CONTACT UULC AT

1-800-424-5555 TO HAVE UTILITIES LOCATED.

EXCAVATION WITHIN THREE (3) FEET OF A MARKED

UTILITY LINE SHALL BE HAND-EXCAVATED TO ENSURE

PROTECTION OF THE BURIED LINE. DAMAGE TO

EXISTING UTILITY LINES SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

CONTRACTOR SHALL INSTALL ALL BARRICADES

SHOWN ON THE SAFETY PLANS PRIOR TO BEING

PERMITTED TO CLOSE TAXIWAYS. C.O.R WILL ESCORT

CONTRACTOR TO INSTALL BARRICADES.

5. THE CONTRACTOR SHALL PROVIDE TWO PHONE

NUMBERS OF PERSONNEL THAT ARE AVAILABLE 24

HOURS A DAY TO RESPOND TO AN INCIDENT ON THE

AIRFIELD THAT RESULTS IN A SAFETY HAZARD OR

LIMITS OPERATION OF THE AIRFIELD.

6. CONSTRUCTION EQUIPMENT WITH METAL TRACKS

ARE NOT PERMITTED TO TRAFFIC ON EXISTING

AIRFIELD PAVEMENT TO REMAIN AND NEWLY

CONSTRUCTED PAVEMENTS UNLESS THERE IS

ADEQUATE PROTECTION. METAL BUCKETS ARE NOT

PERMITTED TO BE USED ON NEW OR EXISTING TO

REMAIN AIRFIELD PAVEMENT.

7. TEMPORARY AIRFIELD MARKINGS, IF DIRECTED TO BE

INSTALLED, SHALL BE APPLIED AT HALF THE

APPLICATION RATE OF 32 17 23.

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F STREET

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135.00'

CONTRACTOR

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TO STAGING AREA,

SEE SHEET CI001

350'

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LEGEND

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LOW PROFILE BARRICADE

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5.

135.00' CONTRACTOR

ACCESS ROUTE.

TO STAGING AREA,

SEE SHEET CI001

135.00'

CI003

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LEGEND

400'0 200'

LOW PROFILE BARRICADE

WORK AREA

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CONTRACTOR'S SAFETY AND SECURITY REQUIREMENTS:

1. IT IS THE INTENT TO MINIMIZE INTERFERENCE OR CONFLICT WITH AIRCRAFT AIR AND GROUND OPERATIONS. THE CONTRACTOR SHALL COORDINATE ACTIVITIES WITH THE CONTRACTING OFFICER WHILE WORKING NEAR AIRCRAFT OPERATIONAL AREAS, TO MINIMIZE INTERFERENCE WITH AIRCRAFT GROUND MOVEMENTS. BEFORE STARTING ANY WORK OPERATIONS, THE CONTRACTOR SHALL ASSURE THAT PROPER SAFETY PRECAUTIONS ARE TAKEN AND THAT PROPER SEPARATIONS TO AIRCRAFT ARE MAINTAINED. THE CONTRACTOR SHALL ACQUAINT HIS SUPERVISORS AND EMPLOYEES OF THE AIRFIELD ACTIVITY AND OPERATIONS AND SHALL CONDUCT THE CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY AS SPECIFIED IN PARAGRAPH

NO. 10 BELOW.

2. ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THE AIRFIELD IN OR NEAR THE ACTIVE AIRCRAFT OPERATIONS AREA (AOA) WILL BE MARKED AND LIGHTED IN ACCORDANCE WITH THE REQUIREMENTS OF FAA AC 150/5210 (MOST RECENT VERSION). THESE VEHICLES SHALL DISPLAY IN FULL VIEW A FLASHING YELLOW DOME-TYPE LIGHT OR ABOVE THE VEHICLE. A 3' X 3' OR LARGER, ORANGE AND WHITE CHECKERBOARD FLAG, EACH CHECKERBOARD COLOR BEING 1-FOOT SQUARE (SEE CONSTRUCTION SAFETY FLAG DETAIL, SHEET CI006 ) ANY VEHICLE OPERATING IN OR NEAR THE ACTIVE AOA DURING THE HOURS OF DARKNESS SHALL BE EQUIPPED WITH A FLASHING YELLOW DOME LIGHT, MOUNTED ON TOP OF THE VEHICLE AND BE OF SUCH INTENSITY TO CONFORM TO AC

REQUIREMENTS.

3. CONTRACTOR VEHICLES THAT ARE REQUIRED TO OPERATE ON, OR ACROSS ACTIVE TAXIWAYS AND APRONS

SHALL DO SO UNDER THE DIRECT CONTROL OF FLAGGER.

4. NO TAXIWAY, APRON OR AIRFIELD ROADWAY SHALL BE CLOSED WITHOUT WRITTEN APPROVAL OF CONTRACTING OFFICER. TO ENABLE NECESSARY "NOTICES TO AIRMEN" (NOTAM) OR ADVISORIES TO AIRFIELD SERVICES OR TENANTS, A MINIMUM OF 10 WORKING DAYS WRITTEN NOTICE REQUESTING CLOSING SHALL BE DIRECTED TO THE CONTRACTING

OFFICER.

5. WORK OUTSIDE THE CONSTRUCTION ACTIVITY AREA LIMITS MAY NOT PROCEED, NOR MAY VEHICLES ENCROACH WITHIN THIS AREA, UNTIL THE APPROPRIATE NOTAMS HAVE BEEN ISSUED. CONSTRUCTION VEHICLE ACTIVITY ADJACENT TO OR OUTSIDE THE CONSTRUCTION AREA WILL BE CONTROLLED BY FLAG MEN (WITH RADIOS) APPROVED

AND CERTIFIED BY THE CONTRACTING OFFICER.

6. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE CONTRACTING OFFICER HAS BEEN NOTIFIED. THESE OPERATIONS SHALL

BE IN COMPLIANCE WITH NFPA 241 CRITERIA.

7. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM WIND CONDITIONS IN EXCESS OF TEN MILES PER HOUR. STOCKPILE HEIGHT SHALL BE LESS THAN 15 FEET. IN ADDITION, STOCKPILED MATERIAL SHALL HAVE SILT FENCE LOCATED AROUND THE MATERIAL TO PREVENT POLLUTING

WATERCOURSES. TEMPORARY EROSION CONTROL FOR STOCKPILES SHALL BE INCIDENTAL.

8. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL LOCATED IN OR NEAR THE AOA SHALL BE PROMINENTLY MARKED WITH FLAGS AND LIGHTED BY APPROVED LIGHT UNITS DURING HOURS OF RESTRICTED

VISIBILITY AND DARKNESS.

9. DEBRIS, WASTE AND LOOSE MATERIAL CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEARS, PROPELLERS OR BEING INGESTED IN JET ENGINES SHALL NOT BE ALLOWED ON OR NEAR ACTIVE AIRCRAFT MOVEMENT AREAS. IF THESE MATERIALS ARE OBSERVED TO BE ON OR NEAR ACTIVE AIRCRAFT MOVEMENT AREAS, THEY WILL BE

REMOVED IMMEDIATELY AND CONTINUOUSLY BY THE CONTRACTOR DURING CONSTRUCTION.

10. THE CONTRACTOR IS DIRECTED TO COMPLY WITH AND BRIEF ALL OF THE SUBCONTRACTOR'S AND CONTRACTOR'S EMPLOYEES WITH THE MOST CURRENT VERSION OF THE FOLLOWING SAFETY GUIDELINES, RELATED

MATERIALS AND FAA ADVISORY CIRCULARS:

150/5200-18 "AIRFIELD SAFETY-SELF INSPECTION"

150/5210-5 "PAINTING, MARKING & LIGHTING OF VEHICLES USED ON AN AIRPORT"

150/5370-2 "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION"

COPIES OF THESE DOCUMENTS CAN BE FOUND ON THE FAA'S WEBSITE AT

HTTP://WWW.FAA.GOV/REGULATIONS_POLICIES/ADVISORY_CIRCULARS/

11. THE CONTRACTOR SHALL TAKE NECESSARY ACTION AT ALL TIMES TO PROTECT THE PUBLIC, AND MAINTAIN AIRCRAFT AND VEHICULAR TRAFFIC. CONSTRUCTION DURING THE PROJECT MAY BE HALTED AT ANY TIME BY THE CONTRACTING OFFICER IF IT IS DETERMINED TO BE IN THE BEST INTEREST OF AIRFIELD OPERATIONS OR SAFETY. THE CONTRACTOR MAY BE DIRECTED TO REMOVE EQUIPMENT AND/OR EVACUATE THE SITE IN ORDER TO ENABLE

AIRCRAFT OPERATIONS.

12. THE TERM CONTRACTOR MEANS THE PRIME CONTRACTOR, HIS/HER SUBCONTRACTORS, SUPPLIERS, MATERIALMEN, EMPLOYEES, AND OTHERS WHO WILL PERFORM SERVICES FOR OR IN CONJUNCTION WITH THE PRIME

CONTRACTOR.

13. TRUCK HAUL ROUTES ON THE AIRFIELD SHALL BE DELINEATED WITH LIGHTED BARRICADES. OTHER MEANS TO CLEARLY MARK THE ROUTES TO THE WORK SITE MAY BE APPROVED ONLY BY THE CONTRACTING OFFICER.

14. THE CONTRACTOR SHALL PROVIDE A VACUUM TRUCK AT THE STARTUP OF CONSTRUCTION TO DAILY VACUUM ALL PAVEMENTS AFFECTED BY CONSTRUCTION. THE VACUUM TRUCK SHALL REMAIN ON-SITE FOR THE DURATION OF THE PROJECT AND SHALL BE AVAILABLE AT THE DISCRETION OF THE CONTRACTING OFFICER TO VACUUM PAVEMENT AREAS ADJACENT TO THE CONSTRUCTION AREAS TO ENSURE NO FOD IS PRESENT ON PAVEMENTS WITHIN 500 FEET OF ANY CONSTRUCTION AREA. THE COST OF THE VACUUM TRUCK SHALL BE INCLUDED IN THE BID.

15. THE CONTRACTOR SHALL COORDINATE DAILY CONSTRUCTION OPERATION WITH THE CONTRACTING OFFICER EACH DAY PRIOR TO BEGINNING WORK AND RESPOND IMMEDIATELY TO DIRECTION REGARDING AIRSIDE OPERATIONS.

16. NO EQUIPMENT OR MATERIALS SHALL BE LEFT UNATTENDED ON THE AIRFIELD UNLESS WITHIN DESIGNATED STAGING AREAS OR THE CONTRACTOR RECEIVES PRIOR WRITTEN APPROVAL FROM THE CONTRACTING OFFICER. NO PIPE AND BACKFILL MATERIALS AND STOCKPILES SHALL BE STORED OUTSIDE THE CONSTRUCTION AREA. NO MATERIALS MAY BE STORED ALONG THE PROPOSED TRENCH ALIGNMENT UNTIL THE DAY IT IS TO BE INSTALLED. AT NO

TIME SHALL ANY EXCAVATED AREAS BE LEFT UNATTENDED.

17. THE CONTRACTOR SHALL INSTALL ALL REQUIRED BARRICADES AT DESIGNATED PLAN LOCATIONS, AND HAVE ALL EQUIPMENT EITHER FLAGGED OR FITTED WITH FLASHING YELLOW DOME-TYPE LIGHTS ON TOP OF THE VEHICLES. ALL THESE ITEMS SHALL CONSIST OF THE SAFETY AND SECURITY SYSTEM. THE CONTRACTOR SHALL INSTALL THE COMPONENTS OF THE SYSTEM AT THE APPROPRIATE TIMES AS SPECIFIED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INSPECT EVERY ASPECT OF THE SAFETY AND SECURITY SYSTEM ON A DAILY BASIS AND ENSURE ALL COMPONENTS ARE FUNCTIONING PROPERLY. THE SYSTEM ELEMENTS TO BE INSPECTED ARE AS FOLLOWS:

*BARRICADES SET PROPERLY AND ALL FLASHING WARNING LIGHTS OPERATING PROPERLY.

*ALL EQUIPMENT FLAGGED OR OUTFITTED WITH FLASHING YELLOW DOME-TYPE LIGHTS.

18. DURING TIMES WHEN SAFETY OF FLIGHT OPERATIONS COULD BE IMPAIRED, OR WHEN EQUIPMENT IS IDLE, ALL CONTRACTOR'S BOOMS, TOWERS, AND OTHER MOVABLE APPENDAGES WILL BE LOWERED TO THE MINIMUM EXTENT

AND PARKED IN THE DESIGNATED STAGING AREA AND OUTSIDE THE OFA.

19. THE CSSO SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON THESE REQUIREMENTS AND ANY ADDITIONAL DIRECTIVES GIVEN BY THE AIRFIELD SECURITY. ALL NEW CONTRACTOR EMPLOYEES SHALL BE

BRIEFED ON THESE REQUIREMENTS PRIOR TO WORKING ON THE AIRFIELD.

20. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WORKING AROUND POTENTIALLY ENERGIZED UNDERGROUND OR ABOVEGROUND ELECTRICAL UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AT ALL TIMES AND WILL CONFORM TO ALL OSHA, FAA, AND OTHER FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS.

SAFETY PLAN NARRATIVE

1. GENERAL: THE SAFETY PLAN SHALL CONSIST OF THE REQUIREMENTS ESTABLISHED IN THE CONTRACT DOCUMENTS AND AS SET FORTH IN AC 150/5370-2E, "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION."

2. THERE ARE NO EMERGENCY SERVICES AVAILABLE TO THE CONTRACTOR ON JBLM. THE NEAREST HOSPITAL/EMERGENCY SERVICES FACILITY IS ST.CLARE HOSPITAL, 11315 BRIDGEPORT WAY SW, LAKEWOOD WA 98499 (253-985-1711). FOR ANY NON-LIFE THREATENING INJURIES, PERSONNEL SHOULD BE TRANSPORTED TO THIS, OR ANY

OTHER CONTRACTOR APPROVED FACILITY FOR TREATMENT.

3. CONTRACTOR SHOULD CALL 911 FOR ANY LIFE THREATENING EMERGENCIES (INCLUDING THOSE REQUIRING POLICE RESPONSE) WHILE ON JBLM. CONTRACTOR & EMPLOYEES SHALL BE AWARE THAT SEVERAL E911 DISPATCH CENTERS MAY ANSWER 911 CALL PLACED FROM A PHONE (INCLUDING MOBILE PHONES) ON JBLM. WHEN DIALING 911 FROM ANY PHONE (INCLUDING MOBILE) ON JBLM, CONTRACTOR SHALL FIRST INFORM DISPATCHER ANSWERING CALL THAT THEY ARE LOCATED ON JBLM-McCHORD FIELD (GIVING APPROXIMATE LOCATION/ADDRESS AS APPROPRIATE, E.G.

MCCHORD FIELD AIRFIELD, ETC) SO THAT ANSWERING DISPATCHER CAN ROUTE THE CALL TO THE NEAREST

APPROPRIATE FIRST RESPONDER(S).

4. THE CONTRACTOR SHALL FOLLOW ALL GUIDELINES AND REQUIREMENTS ESTABLISHED BY AUTHORITIES HAVING JURISDICTION (EITHER LOCAL, STATE, OR FEDERAL) RELATING TO HAZARDOUS MATERIALS (HAZMAT) DURING THE LIFE

OF THE CONSTRUCTION.

5. AIRCRAFT OPERATIONS WILL CONTINUE DURING CONSTRUCTION.

6. CONTRACTOR SHALL COMPLY WITH OSHA EXCAVATION SAFETY STANDARDS, 29 CRF PART 1926, SUBPART P.

7. TYPE AND HEIGHT (NOT-TO-EXCEED) OF CONSTRUCTION EQUIPMENT:

TRUCKS (DUMP, FLATBED, PANEL PICKUP, CONCRETE) - 20 FEET

FRONT END LOADERS - 20 FEET

DOZERS - 20 FEET

EXCAVATOR - 20 FEET

CRANE - 20 FEET

ROLLERS AND COMPACTORS - 20 FEET

SLIPFORM CONCRETE PAVER - 20 FEET

SECURITY

1. GENERAL INTENT: IT IS INTENDED THAT THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE AIRFIELD SECURITY PLAN AND WITH THE SECURITY REQUIREMENTS SPECIFIED HEREIN BY CONTRACTING OFFICER.

THE CONTRACTOR SHALL DESIGNATE TO THE CONTRACTING OFFICER AND CONTRACTING OFFICER, IN WRITING, THE NAME OF HIS "CONTRACTOR SECURITY & SAFETY OFFICER (CSSO)." THE CSSO SHALL REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS FOR THE CONTRACT. THE CSSO SHALL PROVIDE TELEPHONE NUMBERS WHICH ALLOW THE CONTRACTING OFFICER AND/OR CONTRACTING OFFICER THE ABILITY TO CONTACT THE CSSO 24 HOURS A

DAY.

2. ACCESS TO THE SITE: CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS. NO OTHER ACCESS POINTS SHALL BE ALLOWED UNLESS APPROVED BY CONTRACTING OFFICER. ALL CONTRACTOR TRAFFIC AUTHORIZED TO ENTER THE SITE SHALL BE EXPERIENCED IN THE ROUTE OR GUIDED BY AUTHORIZED CONTRACTOR PERSONNEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTION AREAS ON THE SITE, AND FOR THE OPERATION AND SECURITY OF THE ACCESS TO THE SITE. A CONTRACTOR'S FLAGMAN OR TRAFFIC CONTROL PERSON SHALL MONITOR AND COORDINATE ALL CONTRACTOR TRAFFIC AT THE THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED CONSTRUCTION PERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEANUP OF ANY DEBRIS DEPOSITED ALONG THE ACCESS ROUTE AS A RESULT OF HIS CONSTRUCTION TRAFFIC. DIRECTIONAL SIGNING FROM THE ACCESS GATE ALONG THE DELIVERY ROUTE TO THE STORAGE AREA, PLANT SITE OR WORK SITE SHALL BE AS DIRECTED BY

CONTRACTING OFFICER.

3. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUBCONTRACTOR VEHICLES AUTHORIZED TO OPERATE ON SITE. ALL VEHICLES SHALL BE MARKED WITH THE NAME AND LOGO OF THE CONTRACTOR. THE CONTRACTOR WILL PROVIDE, THROUGH THE CONTRACTING OFFICER, A CURRENT LIST OF

COMPANIES AUTHORIZED TO ENTER AND CONDUCT WORK ON THE AIRFIELD.

4. THE CONTRACTOR SHALL MAINTAIN A LIST OF ALL AUTHORIZED PROJECT PERSONNEL AND IT SHALL BE

AVAILABLE FOR CONTRACTING OFFICER EXAMINATION DURING CONSTRUCTION HOURS.

5. MATERIALS DELIVERY TO THE SITE: ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE WORK SITE WILL USE AS A DELIVERY ADDRESS THE STREET NAME ASSIGNED TO THE ACCESS POINT AT THE CONTRACTOR'S

STAGING SITE AT THE AIRFIELD.

6. CONSTRUCTION AREA LIMITS: THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, PLANT SITE, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR. THE CONTRACTOR SHALL ERECT AND MAINTAIN AROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING, MARKING AND WARNING DEVICES VISIBLE FOR DAY/NIGHT USE. TEMPORARY BARRICADES, FLAGGING AND FLASHING WARNING LIGHTS WILL BE REQUIRED AT CRITICAL ACCESS POINTS. TYPE OF MARKING AND WARNING DEVICES SHALL BE APPROVED BY

CONTRACTING OFFICER.

7. IDENTIFICATION--PERSONNEL: ALL EMPLOYEES, AGENTS, VENDORS, INVITEES, ETC., OF THE CONTRACTOR OR SUBCONTRACTORS REQUIRING ACCESS TO THE CONSTRUCTION SITE SHALL, IN ACCORDANCE WITH JBLM OPERATIONS SECURITY PROGRAM, BE REQUIRED TO DISPLAY AIRFIELD ISSUED IDENTIFICATION OR BE UNDER

ESCORT BY PROPERLY BADGED PERSONNEL.

GENERAL CONTRACT NOTES:

1. HAUL ROUTES: LOCATION OF HAUL ROUTES ON THE AIRFIELD SITE SHALL BE AS SPECIFIED ON THE PLANS OR AS APPROVED BY THE CONTRACTING OFFICER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE AND OBTAIN HAUL PERMITS NECESSARY AS REQUIRED BY THE LOCAL JURISDICTION. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS A HAUL ROUTE. THE PRE- AND POST-CONSTRUCTION CONDITION OF ON-SITE HAUL ROUTES SHALL BE JOINTLY INSPECTED AND DETERMINED BY THE CONTRACTOR, AND THE CONTRACTING OFFICER. FENCING, DRAINAGE, GRADING AND OTHER MISCELLANEOUS CONSTRUCTION REQUIRED TO CONSTRUCT TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE AIRFIELD WILL BE THE CONTRACTOR'S TOTAL RESPONSIBILITY AND SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO THE WORK. ALL ON-SITE ACCESS ROADS TO FACILITIES SHALL REMAIN OPEN AND MAINTAINED AT ALL TIMES.

PHOTOGRAPHS OF THE HAUL ROUTES SPECIFIED BY THE PLANS MUST BE PROVIDED BY THE CONTRACTOR BEFORE AND AFTER CONSTRUCTION TO THE CONTRACTING OFFICER. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO HAUL ROUTES RESULTING FROM CONSTRUCTION TRAFFIC. ANY SERVICE, ACCESS OR ROADWAY CROSSED BY CONSTRUCTION TRAFFIC SHALL BE PROTECTED AGAINST DAMAGE AND ALL DAMAGE OCCURRING WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COMPENSATION OR CONTRACT TIME.

2. WASTE DISPOSAL AND BORROW AREAS: CONCRETE AND ASPHALT RUBBLE AND EXCAVATION WASTE MATERIAL REMOVED FROM THE CONSTRUCTION AREA SHALL BE DISPOSED OF OFF SITE. NO MATERIAL SHALL BE WASTED ON THE AIRFIELD SITE UNLESS APPROVED BY THE CONTRACTING OFFICER. ANY ON-AIRFIELD APPROVED WASTE AND DISPOSAL AREA SHALL BE SEEDED AND RESTORED IN A SMOOTH, GRADED AND DRAINABLE CONDITION.

3. CONTRACTOR UTILITIES: ANY UTILITIES REQUIRED BY THE CONTRACTOR SHALL BE COORDINATED WITH THE

CONTRACTING OFFICER.

4. PROTECTION AND REPAIR OF DAMAGE TO EXISTING CABLES: ALL UNDERGROUND CABLES SHALL BE PROTECTED AND DAMAGES REPAIRED EXPEDITIOUSLY AT THE CONTRACTOR'S EXPENSE AT NO ADDITIONAL COST TO THE OWNER.

5. CONSTRUCTION LIMITS AND FLAGMEN: ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE CONSTRUCTION AREA OR HAUL ABSOLUTELY NO CONTRACTOR VEHICLES WILL BE ALLOWED ON ACTIVE AIRFIELD OPERATIONS AREAS. FLAGMEN SHALL BE PROVIDED AT ALL TIMES WHENEVER CONSTRUCTION ACCESS IS REQUIRED

ACROSS AN ACTIVE TAXI AREA.

6. PERMITS: IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE

PERMITS FOR CONSTRUCTION, EQUIPMENT, AND BATCH PLANT OPERATIONS..

7. COORDINATION OF CONSTRUCTION ACTIVITIES: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE SUBCONTRACTORS AND THE CONTRACTING OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE

CONTRACTING OFFICER.

8. EXCESS CONSTRUCTION MATERIALS: ALL ON SITE EXCESS AND/OR STORED MATERIAL SHALL BE REMOVED FROM

AIRFIELD PROPERTY AND DISPOSED OF.

9. UTILITIES: IT WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND PROTECT ANY UTILITIES

THAT ARE IN OR ADJACENT TO THE WORK AREA.

10. EMPLOYEE PARKING: NO CONTRACTOR EMPLOYEE VEHICLES WILL BE ALLOWED WITHIN THE AIRFIELD.

CONTRACTOR EMPLOYEE PARKING SHALL BE IN THE STAGING AREAS OR IN ANOTHER AREA DESIGNATED BY THE CONTRACTING OFFICER. ANY CONTRACTOR EMPLOYEE VEHICLE NOT PARKED IN THE DESIGNATED CONTRACTOR EMPLOYEE PARKING AREA IS SUBJECT TO BEING TOWED FROM THE AREA AT THE EXPENSE OF THE EMPLOYEE.

11. TEMPORARY DRAINAGE: THROUGHOUT THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE AND INSTALL ANY DRAINAGE PROVISIONS NECESSARY TO MAINTAIN POSITIVE (CONTINUOUS AND FLOWING) DRAINAGE AND NOT RESTRICT THE EXISTING DRAINAGE FLOW PATTERN. AT END OF PROJECT, CONTRACTOR SHALL RESTORE ALL

EXISTING GRADES, AS INDICATED ON PLANS.

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NOT TO SCALE

LOW PROFILE BARRICADE DETAIL

NOTES

1. BARRICADES MAY NOT EXCEED 18" IN HEIGHT (EXCLUSIVE OF

SUPPLEMENTARY LIGHTS AND FLAGS) AND SHOULD BE SPACED TO

PREVENT BREACH, BUT IN NO CASE GREATER THAN 10' APART. THEY

MUST BE OF LOW MASS; EASILY COLLAPSIBLE UPON CONTACT WITH AN

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2. INTENSITIES AND LUMINANCE OF LIGHTS MUST BE AT LEAST 5

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160 FLASHES PER MINUTE. ALL LIGHTS SHALL FLASH AT THE SAME

RATE.

3. HAZARD LIGHTS MAY NOT BE SPACED GREATER THAN 10' APART.

4. LIGHTS MUST BE OPERATED BETWEEN SUNSET AND SUNRISE AND

DURING PERIODS OF LOW VISIBLITY WHENEVER THE AIRPORT IS OPEN

FOR OPERATIONS.

5. BARRICADES MAY BE SUPPLEMENTED WITH ALTERNATING ORANGE

AND WHITE FLAGS AT LEAST 20" BY 20" SQUARE.

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