W9127821R0048 RTA DRAWINGS.pdf

PDF 35 MB Posted Jun 10, 2021

Attached to: Construct Munitions Maintenance Facility and Igloos - Eglin Air Force Base, Florida Federal contract opportunity
Solicitation number: W9127821R0048
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

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Written by GovTribe AI · Dec 27, 2023

This solicitation is for the construction of a Munitions Maintenance Facility and Igloos at Eglin Air Force Base in Florida. The project involves constructing a multi-bay explosive operating facility with reinforced concrete foundation, walls, and roof deck. Functional areas will include munitions inspection and maintenance labs/bays, receiving room, parts storage, administrative offices, latrines, support/tool room, and mechanical equipment room.

The North American Industry Classification System code for this project is 236220. This is a total small business set-aside defined as having average annual receipts of less than $39,500,000 for the past three years. The solicitation number is W9127821R0048 and is a request for proposal best value source selection issued by the Department of the Army Corps of Engineers Engineering District Mobile. Proposals are due via the System for Award Management website and critical path method network analysis is required. The solicitation includes bid options that may not be awarded.

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W9127821R0048 JA for Trane HVAC_Redacted.pdf	PDF	Dec 15, 2021
W9127821R0048 Site Visit Sign In Sheet.pdf	PDF	Aug 3, 2021
W9127821R0048 AM03.pdf	PDF	Jul 14, 2021
W9127821R0048 AM03 DRAWINGS.pdf	PDF	Jul 14, 2021
W9127821R0048 AM02.pdf	PDF	Jul 7, 2021
W9127821R0048 AM01.pdf	PDF	Jun 14, 2021
W9127821R0048 Solicitation Vol 3.pdf	PDF	Jun 10, 2021
W9127821R0048 Solicitation Vol 2.pdf	PDF	Jun 10, 2021
W9127821R0048 RTA DRAWINGS- BID OPTION.pdf	PDF	Jun 10, 2021
W9127821R0048 Solicitation Vol 4.pdf	PDF	Jun 10, 2021
W9127821R0048 Solicitation Vol 1.pdf	PDF	Jun 10, 2021
W9127821R0048 EM_385-1-1 Safety Manual Link.pdf	PDF	Jun 10, 2021

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US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE, AL 36602

MUNITIONS MAINTENANCE FACILITY AND IGLOOS.

EGLIN AIR FOCE BASE, FLORIDA

MOBILE DISTRICT PROJECT CODE : MHF20006

RFP NUMBER : W9127821R0048

JUNE 2021

CONSTRUCTION OF MUNITIONS MAINTENANCE

FACILITY SHALL BE IN ACCORDANCE WITH

ICD/ICS 705 VERSION 1.5 TECHNICAL

SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED

INFORMATION FACILITIES AND UFC-4-010-05

SENSITIVE COMPARTMENTED INFORMATION

FACILITIES PLANNING, DESIGN AND

CONSTRUCTION.

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

G-002

M U

S M

C T/

C O

C R

O N

C T/

C O

M O

T D es ig ne r

Au th or

C he ck er

M M

M Y

-X

M H

-G

-C M

.rv t

M H

N A

O R

C E

, F L

M O

A L

K D

SHEET INDEX

SHEET

NUMBER SHEET TITLE

A-601 PARTITION TYPES

A-602 SECURITY/SOUND ISOLATION DETAILS

A-603 DOOR SCHEDULE AND DETAILS

A-604 DOOR DETAILS

A-605 INTERIOR DOOR DETAILS

A-606 OVERHEAD COILING DOOR DETAILS

I-101 COMPOSITE FURNITURE PLAN AND FURNITURE SCHEDULE

I-111 COMPOSITE FINISH SIGNAGE PLANS

I-601 ROOM FINISH PLAN AND DETAILS

I-602 SIGNAGE SCHEDULE AND DETAILS

FIRE PROTECTION

FL100 LIFE SAFETY ANALYSIS

FL101 EGRESS PLANS

FX001 FIRE SUPPRESSION NOTES AND DETAILS

FX101 FIRE SUPPRESSION PLAN

FX701 FIRE PUMP LAYOUT

FA001 FIRE ALARM & MASS NOTIFICATION LEGEND

FA101 FIRE ALARM & MASS NOTIFICATION PLAN

FA501 FIRE ALARM & MASS NOTIFICATION DETAILS AND DIAGRAM

PLUMBING

P-001 PLUMBING LEGEND

P-101 DOMESTIC WATER FLOOR PLAN

P-102 SANITARY AND VENT FLOOR PLAN

P-103 COMPRESSED AIR FLOOR PLAN

P-401 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-504 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 DOMESTIC AND COMPRESSED AIR 3D VIEW

P-902 SANITARY AND VENT 3D VIEW

MECHANICAL

M-001 HVAC LEGEND

M-101 HVAC FLOOR PLAN

M-301 HVAC BUILDING SECTIONS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-700 HVAC CONTROLS

M-701 HVAC CONTROLS

M-702 HVAC CONTROLS

M-703 HVAC CONTROLS

M-704 HVAC CONTROLS

M-705 HVAC CONTROLS

M-900 HVAC ISO

ELECTRICAL

E-001 ELECTRICAL LEGEND

ES101 ELECTRICAL SITE PLAN

ES102 ELECTRICAL SITE PLAN

ES501 ELECTRICAL PRIMARY DETAILS

ES502 ELECTRICAL SECONDARY DETAILS

ES601 ELECTRICAL SITE RISER DIAGRAM

EG101 GROUNDING PLAN

EG102 CATENARY LIGHTNING PROTECTION PLAN

EG201 CATENARY LIGHTNING PROTECTION ELEVATIONS

EG501 GROUNDING DETAILS

EG502 CATENARY LIGHTNING PROTECTION DETAILS

EC501 CATHODIC PROTECTION DETAILS

EC502 CATHODIC PROTECTION DETAILS

EC503 CATHODIC PROTECTION DETAILS

EL101 LIGHTING PLAN & SCHEDULES

EL501 LIGHTING DETAILS

EL601 LIGHTING CONTROLS SCHEDULE & DIAGRAMS

EP101 POWER PLAN & ELECTRICAL CIRCUIT SCHEDULE

EP501 POWER DETAILS

EP601 POWER RISER

EP602 ELECTRICAL PANEL SCHEDULES

EP603 ELECTRICAL PANEL SCHEDULES

EP604 ELECTRICAL PANEL SCHEDULES

EP605 ELECTRICAL PANEL SCHEDULES

EY001 ELECTRONIC SYSTEMS LEGEND

EY101 ELECTRONIC SYSTEMS PLAN

EY501 ACCESS CONTROL SYSTEM DETAILS & RISER

EY502 INTRUSION DETECTION SYSTEM DETAILS & RISER

TELECOM

T-001 TELECOMMUNICATION LEGEND

TS101 TELECOMMUNICATIONS SITE PLAN

TS102 TELECOMMUNICATIONS SITE PLAN

TS103 TELECOMMUNICATIONS SITE PLAN

TS501 TELECOMMUNICATIONS OSP DETAILS

TS601 TELECOMMUNICATIONS SITE RISER DIAGRAM

TN101 TELECOMMUNICATION PLAN

TN501 TELECOMMUNICATION DETAILS

TN502 TELECOMMUNICATION DETAILS

TN503 TELECOMMUNICATION DETAILS

TN601 TELECOMMUNICATION RISER

SHEET INDEX

SHEET

NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

CIVIL

C-001 LOCATION/VICINITY MAP

C-002 ABBREVIATIONS

C-003 LEGEND

C-004 GENERAL NOTES

C-005 HAUL ROUTE AND CONSTRUCTION STAGING AREA

C-006 TRAFFIC CONTROL DETAILS

C-110 PROJECT OVERVIEW AND KEY MAP BASE BID MUNITIONS MAINT. FACILITY

AND BID OPTION IGLOO STORAGE MODULE SITE

V-101 SURVEY MONUMENTATION

VF100 SHEET INDEX MUNITIONS AND IGLOO FACILITIES UTILITY SURVEY

VF101 EXISTING CONDITIONS (1 OF 9)

VF102 EXISTING CONDITIONS (2 OF 9)

VF103 EXISTING CONDITIONS (3 OF 9)

VF104 EXISTING CONDITIONS (4 OF 9)

VF105 EXISTING CONDITIONS (5 OF 9)

VF106 EXISTING CONDITIONS (6 OF 9)

VF107 EXISTING CONDITIONS (7 OF 9)

VF108 EXISTING CONDITIONS (8 OF 9)

VF109 EXISTING CONDITIONS (9 OF 9)

CD101 DEMOLITION PLAN MUNITIONS MAINT. FACILITY

CD102 BID OPTION DEMOLITION PLAN IGLOO STORAGE MODULES

CS101 SITE PLAN MUNITIONS MAINT. FACILITY

CS102 BID OPTION SITE PLAN IGLOO STORAGE MODULES

CS501 FE-6 SECURITY FENCE DETAILS

CS502 DUMPSTER ENLARGEMENT PLAN AND APRON DETAILS

CS503 MUNITIONS MAINT. FACILITY ACCESS RAMP ENLARGMENT PLAN AND RAIL

DETAILS

CS504 MUNITIONS MAINT. FACILITY RAMP WITH RAIL DETAILS

CP101 GEOMETRIC LAYOUT RDT&E MUNITIONS SITE

CP102 BID OPTION GEOMETRIC LAYOUT IGLOO STORAGE MODULES

CP201 PROJECT PROFILE MUNITIONS ACCESS DRIVE

CP301 TYPICAL PAVEMENT SECTIONS

CP302 TYPICAL PAVEMENT SECTIONS

CP401 JOINT LAYOUT PLAN RDT&E MUNITIONS FACILITY

CP402 BID OPTION JOINT LAYOUT PLAN IGLOO STORAGE MODULES

CP403 ENLARGEMENT OF APRON RAMPS MUNITIONS MAINT. FACILITY

CP501 PAVEMENT DETAILS

CP502 PAVING DETAILS

CP503 PAVEMENT MARKING DETAILS

CP504 SPECIAL PAVEMENT DETAILS

CG101 GRADING PLAN RDT&E MUNITIONS FACILITY SITE

CG102 BID OPTION GRADING PLAN IGLOO STORAGE MODULES

CG301 BID OPTION DRAINAGE SECTION IGLOO STORAGE MODULES

CG302 DRAINAGE SECTIONS

CG401 JOINT GRADING PLAN MUNITIONS MAINT. FACILITY

CG402 BID OPTION JOINT GRADING PLAN IGLOO STORAGE MODULE

CG403 STOMRWATER MANAGEMENT FACILITY MUNITIONS MAINT. FACILITY

CG404 RAMP ELEVATION PLAN MUNITIONS MAINT. FACILITY

CG501 DRAINAGE DETAILS

CG701 BMP PLAN MUNITIONS MAINT. FACILITY SITE

CG702 BMP PLAN MUNITIONS MAINT. CONTRACTOR STAGING AREA

CG703 BID OPTION BMP PLAN IGLOO STORAGE MODULES

CG704 VEGETATION PLAN MUNITIONS MAINT. FACILITY

CG705 BID OPTION VEGETATION PLAN IGLOO STORGE MODULES

CG801 BMP PROJECT DETAILS

CU101 OVERALL UTILITY LAYOUT

CU201 GRAVITY SEWER PROFILE

CU501 WATER DETAILS

CU502 WATER DETAILS

CU503 FIRE WATER DETAILS

CU504 SEWER DETAILS

CU505 LIFT STATION DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES DESIGN LOADS & ABBREVIATIONS

S-101 FOUNDATION AND SLAB PLAN

S-102 BRIDGE CRANE FRAMING PLAN

S-103 ROOF FRAMING PLAN

S-201 FRAMING ELEVATIONS

S-301 FOUNDATION SECTIONS

S-302 ROOF FRAMING SECTIONS

S-500 TYPICAL STRUCTURAL DETAILS

S-501 TYPICAL STRUCTURAL DETAILS

S-502 TYPICAL STRUCTURAL DETAILS

ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS

A-002 AIR BARRIER FLOOR PLAN

A-101 COMPOSITE FLOOR PLAN

A-102 DIMENSION PLAN

A-103 REFLECTED CEILING PLAN

A-104 ROOF PLAN

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-301 BUILDING CROSS SECTION

A-302 BUILDING LONGITUDINAL SECTION

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-320 WALL DETAILS

A-400 ENLARGED RESTROOM PLANS AND ELEVATIONS

A-401 RESTROOM DETAILS

A-402 ENLARGED BREAKROOM PLANS

A-510 ROOF DETAILS

MECHANICAL SPECIALTIES FLOOR PLAN & SCHEDULEMS101

C-001

N A

N D

Y M

C O

N G

'C O

N N

O R

M H

-0

.d w g

PIV PIV

FLORIDA'S

FT PIERCE

KEY WEST

NAPLES

SARASOTA -

BRADENTON

ST PETERSBURG

FT MYERS

BARTOW

LAKELAND

TAMPA

TURNPIKE

MIAMI

FT LAUDERDALE

WEST

PALM

BEACH

DAYTONA BEACH

MELBOURNE -

COCOA

CHIPLEY

FORT WALTON

PENSACOLA BEACH

CITY

PANAMA

NEW PORT RICHEY

DELAND

ORLANDO

OCALA

GAINESVILLE

TALLAHASSEE

LAKE CITY 295

JACKSONVILLE

ST AUGUSTINE

GRAVEL CONSTRUCTION

ACCESS ROAD (ATC)

NEW ASPHALT

ROAD (ATC)

GRAVEL CONSTRUCTION

ACCESS ROAD (ATC)

FLORIDA HWY 189

SUNSET LANE

N P

W Y.

EGLIN PKWY.

12L-30R RUNWAY

19L-10R R

U N

OKALOOSA

REGIONAL

AIRPORT

"NORTH GATE" ENTRANCE

"EAST GATE" ENTRANCE

GRIFFIN WAY

LUTON DRIVE

WIZARD WAY

PERIMETER ROAD

"WEST GATE" ENTRANCE

PAQUITO ROAD

MUNITIONS MAIN GATE

PROJECT LOCATION:

IGLOO STORAGE MODULES

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

2 3 4 5 6 7 8 9

T N

U M

N A

O R

C E

, F L

M U

S M

E D

- - M H

PLAN NORTH

PROJECT LOCATION -

EGLIN AIR FORCE BASE

N.T.S

VICINITY MAP - FLORIDA

N.T.S

NOTES:

1. SEE ENLARGEMENT ON SHEET C-005 FOR CONTRACTOR STAGING AREA AND HAUL

ROUTES.

PROJECT LOCATION:

MUNITIONS MAINTENANCE FACILITY

PROJECT LOCATION

EGLIN AIR FORCE BASE

LATITUDE: 30.488503° N

LONGITUDE: -86.534594° W

CONSTRUCTION OF MUNITIONS MAINTENANCE

FACILITY SHALL BE IN ACCORDANCE WITH

ICD/ICS 705 VERSION 1.5 TECHNICAL

SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED

INFORMATION FACILITIES AND UFC-4-010-05

SENSITIVE COMPARTMENTED INFORMATION

C-002

N S

C O

N G

'C O

N N

O R

M H

-0

.d w g

@ AT

A/C AMPS INTERRUPTING CAPACITY (SYM

RMS)

AB ANCHOR BOLT

ABT ABOUT

AC ALTERNATING CURRENT

ACSR ALUMINUM CONDUCTOR STEEL

REINFORCED

ACST ACOUSTIC

AD ACCESS DOOR OR AREA DRAIN

AFF ABOVE FINISH FLOOR

AFFF AQUEOUS FILM-FORMING FOAM

AFG ABOVE FINISH GRADE

AGG AGGREGATE

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPS INTERRUPTING CAPACITY (SYM

RMS)

AL ALUMINUM

ALDOT ALABAMA DEPARTMENT OF

TRANSPORTATION

ALT ALTERNATE

AMP AMPERE

AP ACCESS PANEL

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

ASWG AMERICAN WIRE GAUGE

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVE AVENUE

AVG AVERAGE

B & B BALL AND BURLAP

BM BEGIN BENCH MARK

CONBATT BATTEN INSULATION

BCE BASE CIVIL ENGINEER

BDY BOUNDARY

BIT BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLDG. DIR BUILDING DIRECTORY

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOC BACK OF CURB

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BT BENT

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BVCE BEGIN VERTICAL CURVE ELEVATION

BVCS BEGIN VERTICAL CURVE STATION

{ or CL CENTER LINE

C TO C CENTER TO CENTER

C&G CURB & GUTTER

C. or CND CONDUIT (for raceway)

C.I. CAST IRON

C.O.E CORPS OF ENGINEERS

C.O.R CONTRACTING OFFICER REPRESENTATIVE

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

cc:SPF CLOSED CELL SPRAY FOAM INSUL.

CE COVER ELEVATION

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CI CURB INLET

CIR CIRCULAR

CJ CONSTRUCTION JOINT

CKD CHECKED

CKT CIRCUIT

CL CENTER LINE

CL CLEARANCE

CLG CEILING

CLKG CAULKING

CLR CRUSHED LIMEROCK BASE

CLOS CLOSED

CMP CORRIGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNITS

CNTR COUNTER

CO CLEANOUT

COL COLUMN

COM COMMON

COMB COMBINATION

COMB. COMBUSTION

COMM COMMUNICATIONS

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTOR

CONSTR CONSTRUCTION

CONT. CONTINUOUS

COR CONTRACTING OFFICERS

REPRESENTATIVE

CORR CORRIDOR

COV COVERED

CP CONCRETE PIPE

CPL CEMENT PLASTER

CPS or CYCLES PER SECOND

CRES CORROSIVE RESISTANT STEEL

CRG CARRIAGE

CRS COURSE

CSK COUNTERSUNK

CSO COMBINATION SEWER OUTFLOW

CTB CEMENT TREATED BASE

CTR CENTER

CTRL CONTROL

CTU CERAMIC TILE UNGLAZED

CU CONDENSING UNIT

CU YD CUBIC YARDS

CUH CABINET UNIT HEATER

CV CEILING VENT

CW COLD WATER

CWR CHILLED WATER RETURN

CWRR CHILLED WATER REVERSE RETURN

CWS CHILLED WATER SUPPLY

CYL CYLINDER

D d PENNY (as in nail-10d)

D DATUM OR DRYER

D&M DRESSED & MATCHED

D or DBL DOUBLE

D.C.J. DOWELED CONTROL JOINT

D.I. DUCTILE IRON

DA DOUBLE ACTING

DB DRY BULB

DC DIRECT CURRENT

DCJT DUMMY CONTROL JOINT

DCL DOOR CLOSER

DDESB DEFENSE EXPLOSIVE SAFETY BOARD

DEG DEGREE

DEPR DEPRESSION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHWR DOMESTIC HOT WATER RETURN

DHWS DOMESTIC HOT WATER SUPPLY

DIA or ~ DIAMETER

DIAG DIAGONAL

DIAPH DIAPHRAGM

DIM DIMENSION

DIST DISTRIBUTION

DN STR DOWN STREAM

DO DOOR OPENING

DOIM DIVISION OF INFORMATION MANAGEMENT

DOM DOOR OPERATOR MOTOR

DP DAMPPROOFING

DPST DOUBLE POLE SNGL THROW

DR DRAIN

DS DOWN SPOUT

DSYTS DOUBLE SOLID YELLOW TRAFFIC STRIPE

DTL DETAIL

DWD DRINKING WATER DISPENSER

DWG DRAWING

DWLS DOWELS

E EAST

EA EACH

EF EXHAUST FAN

EOC EDGE OF CURB

EOP EDGE OF PAVEMENT

EL ELEVATION (GRADE or BLDG)

ELEC ELECTRICAL OR ELECTRIC

EM EMERGENCY

ENCL ENCLOSURE

ENG. ENGINEERING

ENT ENTRANCE

EOC EDGE OF CURB

EOD EXPLOSIVE ORDINANCE DISPOSAL

EP / EOP EDGE OF PAVEMENT

EQ EQUAL

EQUIP EQUIPMENT

ERP ENVIRONMENTAL RESOURCE PERMIT

EST ESTIMATE

EW EACH WAY

E.W.C. ELECTRIC WATER COOLER

EXC EXCAVATE

EXIST EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

F FAHRENHEIT

FDEP FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

FDOT FLORIDA DEPARTMENT OF

TRANSPORTATION

F.P.M. FEET PER MINUTE

F.S. FAR SIDE OR FULL SIZE

FA FRESH AIR

FAC FLORIDA ADMINISTRATIVE CODE

FCU FAN COIL UNIT

FC FOOT CANDLE

FCG FACING

FDN FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN. FINISH

FIX. FIXTURE

FL FLOOR

FLASH. FLASHING

FLG FLOORING

FLUOR FLUORESCENT

FOC FIBER OPTIC CABLE

FP FIRE PROTECTION

FPRF FIRE PROOF

FR FRAME OR FIRE RATED

FT FEET OR FINNED TUBE

FTG FOOTING

FURR'G FURRING

G GAS

GCAB GRADED CRUSHED AGGREGATE BASE

G.C.O. GROUND CLEANOUT

G.V. GATE VALVE

GA GAUGE

GAL GALLON

GALV GALVANIZED

GCAB GRADED CRUSHED AGGREGATE BASE /

SURFACE

GEN GENERAL

GI GALVANIZED IRON

GL GLASS

GOVT. GOVERNMENT

GPM GALLONS PER MINUTES

GR GRADE

GRND GROUND

GRTG GRATING

GRVL GRAVEL

GTD GRADE TO DRAIN

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

H.PT. HIGH POINT

H.S. HIGH STRENGTH

HB HOSE BIBB

HBD HARDBOARD

HDW HARDWARE

HDR HEADER

HHEP HORIZONTAL ELLIPTICAL PIPE

HMA OT MIX ASPHALT

HOA HHANDS OFF AUTO

HP HORSE POWER

HPW HIGH PRESSURE WASHER

HR HOUR

HSB HIGH STRENGTH BOLT

HSGYP HIGH STRENGTH GYPSUM PLASTER

HT HEIGHT

HTG HEATING

HW HOT WATER

HWH HOT WATER HEATER

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HYD HYDRAULIC

I OR FE IRON

I.D. INSIDE DIAMETER

I.P. IRON PIPE

IAW IN ACCORDANCE WITH

IBC INTERNATIONAL BUILDING CODE

IC INTERCOM

IE INVERT ELEVATION

IES ILLUMINATING ENG. SOCIETY

IESCR INTERUPTING ELECTRICAL SHORT CIRCUIT

RATING

IN INCH

INSUL. INSULATION

INT INTERIOR

INV INVERT

IRH INFRA-RED HEATER

IS INDUSTRIAL SEWER

JB JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K ALGEBRAIC DIFFERENCE IN

GRADE / LENGTH VERTICAL CURVE

KIT KITCHEN

KL KEY LOCK

KP KICK PLATE

KSF KIPS/SQUARE FOOT

KSI KIPS/SQUARE INCH

KV KILOVOLTS

KVA KILOVOLTS AMPERES

KVAR KILOVOLTS AMPERES REACTIVE

KW KILOWATTS

KWH KILOWATTS HOUR METER

L LUMEN

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD LOAD

LDG LOADING

LG LENGTH

LF LINEAR FEET

LIS LAWN IRRIGATION SYSTEM

LLH LONG-LEG HORSZONTAL

LLV LONG-LEG VERTICAL

LNDG LANDING

LNTL LINTEL

LONG LONGITUDIONAL

LP LOW POINT

LPS LIGHT PROOF SHADE

LT LIGHT

LT. WT. LIGHT WEIGHT

LVC LENGTH VERTICAL CURVE

M THOUSAND

M & B MATCHED AND BEADED

MAIN. MAINTENANCE

MAN MANUFACTURER

MACH MACHINE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MCM THOUSAND CIRCULAR MILLS

ME MATCHING EXISTING ELEVATION

MECH MECHANICAL

MES MITERED END SECTION

MET. METAL

MFG MANUFACTURING

MFR MANUFACTURE

MG MOTOR GENERATOR

MH MANHOLE

MHGY MAHOGANY

MIN MINUMUM

ML METAL LATH

MLDG MOULDING

MO MASONRY OPENING

MON MONUMENT

MONO MONOLITHIC

MOT MOTOR OR MAINTENANCE OF

TRANSPORTATION

MSTC MASTIC

MT METAL THRESHOLD

MTD MOUNTED

MTN MOUNTAIN

MUTCD MANUAL FOR UNIFORM TRAFFIC

CONTROL DEVICES

MW MONITORING WELL

N NORTH

NEC NATION ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS' ASSOCIATION

NIC NOT IN CONTRACT

NOI NOTICE OF INTENT

NTP NOTICE TO PROCEED

OA OUTSIDE AIR

OB WG OBSCURE WIRE GLASS

OBGL OBSCURE GLASS

OBSC OBSCURE

OC ON CENTERS

OD OUTSIDE DIMENSION

OFF. OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPP. HD. OPPOSITE HAND

OPS OPERATIONS

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

OSP OUTSIDE PLANT CABLE

OVSCP OVERFLOW SCUPPER

OWS OIL WATER SEPARATOR

P POLE

P. LAM. PLASTIC LAMINATE

P/S PRESTRESSED

PA PUBLIC ADDRESS

PAN. B PANIC BOLT

PBS PUSH BUTTON STATION

PCC PORTLAND CEMENT CONCRETE

PD PAVEMENT DRAIN

PERF PERFORATED

PH or 0 PHASE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PLATE

PLAS PLASTER

PLATF PLATFORM

PLBG PLUMBING

PLG PILING

PLY WD PLYWOOD

PNL PANEL

PNL BD PANEL BOARD

POL POLISH

PORC PORCELAIN

POB POINT OF BEGINNING

PP POWER POLE

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECTION

PROP PROPOSED

PRPT PARAAPET

PRV PRESSURE REGULATING VALVE

PSF POUND/SQUARE FOOT

PSI POUNDS/SQUARE INCH

PT POINT

PTD PAINTED

PVMT PAVEMENT

QD QUANTITY DISTANCE

4 RD QUARTER ROUND

Q.T. QUARRY TILE

QT QUART

QTERS QUARTERS

R RISER

R.D. ROOF DRAIN

R.S. ROOF SCUTTLE

RA RETURN AIR

RAD or R RADIUS

RB RUBBER BASE

RC RADIATOR CONVECTOR

RC REMOTE CONTROL PIPE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROAD

RD OR ~ ROUND

RECP RECEPTACLE

RECR RECREATION

REF or RE: REFERENCE

REFR REFRIGERATOR

REG REGISTER OF REGULAR

REINF REINFORCEMENT

REM REMOVABLE

REQ'D REQUIRED

REQMTS REQUIREMENTS

REV REVISIONS

RGE RANGE

RGH ROUGH

RM ROOM

ROW RIGHT OF WAY

RUB RUBBER

S SOUTH

S.T. SUPPLY DIFFUSER

S.ST. STAINLESS STEEL

S/W SIDEWALK

SA SUPPLY AIR

SAF SUPPLY AIR FAN

SB SPLASH BLOCK

SCHD SCHEDULE

SCP SCUPPER

SCR SCREW

SCUT SCUTTLE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SECY SECRETARY

SEQ SEQUENCE

SFU STRUCTURAL FACING UNIT

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SM SAND SILTY SAND POORLY GRADED

SPA SPACING

SPDT SINGLE POLE DBL THROW

SPEC SPECIFICATIONS

SPF SOUNDPROOF

SPH SPACE HEATER

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SQUAD SQUADRON

SR SUPPLY REGISTER

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

SSMR STRUCTURAL STANDING SEAM

METAL

ROOF PANELS

ST STRAND OR STREET

STA STATION

STD STANDARD

STF STIFFENER

STGR STRINGER

STL STEEL

STN STONE

STOR STORAGE

STR STRUCTURAL

STWY STAIRWAY

SU SPARE UNIT

SUB FL SUB FLOOR

SUSP SUSPENDED

SW SWITCH

SWMF STORM WATER MANAGEMENT FACILITY

(POND)

SWPPP STORMWATER POLLUTION PREVENTION

PLAN

SYMM SYMMETRICAL

T THREAD

T.O. TOP OF

TA TRAINING AREA

TAB TOP AND BOTTOM

TAN. TANGENT

TAP WATTAGE TAP

TBD TO BE DETERMINED

TBR&R TO BE REMOVED AND REPLACED

TCP TRAFFIC CONTROL PLAN

TEC TERMINAL ENGAGEMENT CENTER

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZI

TERF TERMINAL ENGAGEMENT RESEARCH

FACILITY

TERM TERMINAL

TGL TOGGLE

TH THRESHOLD

THERMO THERMOSTAT

THK THICK

TOC TOP OF CONCRETE

TOIL. TOILET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TP TEST PIT

TTB TELE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

U.S. UNITED STATES

UC UNIT COOLER

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UH UNIT HEATER

UIP USE IN PLACE

UL UNDERWRITERS LABORATORIES

UNCNST UNDER CONSTRUCTION

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UPSTR UPSTREAM

USACE UNITED STATES ARMY CORPS OF

ENGINEERS

UT UTILITY

UV UNIT VENTILATOR

V VOLT

VB VINYL BASE

VC VINYL WALL COVERING

VCP VITRIFIED CLAY PIPE

VCT VINYL CONPOSITION TILE

VENT VENTILATION OF VENTILATOR

VERT VERTICAL

VFDU VARIABLE FREQUENCY DRIVE

UNIT

VOL VOLUME

VS VENT STACK

VTR VENT THRU ROOF

W WEST

W.E. WATER ELEVATION

W.I. WROUGHT IRON

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER

WD WOOD

WF WIDE

WH WALL HYDRANT

WHM WATT HOUR METER

WKS WORK SHOP

WL WATER LINE

WP WEATHER PROOF

WPF WATER PROOF

WPFG WATER PROOFING

WRB WARDROBE

WS WASTE STACK OR

WEATHER STRIPPING

WSA WEAPON STORAGE AREA

WT WEIGHT

WTCM WHITE TRAFFIC CONTROL MARKING

WV WATER VALVE

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

Y.D. YARD DRAIN

YD YARD

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

T N

U M

N A

O R

C E

, F L

M U

S M

C H

, 2

- - M H

C-002

N S

C O

N G

'C O

N N

O R

M H

-0

.d w g

C-003

C O

N G

'C O

N N

O R

M H

-0

INDEX/LEGEND SHEETS

CIVIL SITE

V- C-

CIVIL DEMOLITION

CG CIVIL GRADING

SURVEY EXISTING CONDITIONS

CP CIVIL SITE PAVING

CU CIVIL SITE UTILITY

TABLE 1: DISCIPLINE DESIGNATOR

WATERLINE

SANITARY SEWER

FIRE HYDRANT

CULVERT

STORM DRAIN

WASTE DRAIN

POST INDICATOR VALVE

CONTOURS

SPOT GRADE ELEVATIONS

SUBDRAIN

SUBDRAIN OUTLET LINE

RAILROAD

DRILL HOLE

PROPERTY LINE MONUMENT

FIRE PROTECTION WATERLINE

GAS

GAS MAIN

MANHOLE SELF EXPLANATORY

DEPENDING ON TYPE OF UTILITY LINE

GATE VALUE & VALVE BOX

OR SERVICE STOP & BOX

UNDERGROUND STEAM SUPPLY GAS METER

2.8

PIV

GAS MAIN

N 98.8 E 59.7

NORTHING - EASTING LABEL

CORE BORING LOCATION

CIVIL GENERAL

SILT FENCE BARRIER

OBJECT MARKER

SIGN

CABLE BARRIER

CLEARING AND GRUBBING

CLEARING LIMIT / DEMOLITION LIMIT

TREE LINE

SURVEY MONUMENTATION

COMMUNICATIONS LINE

ELECTRIC CABLE

WATER LINE

MONITORING WELL (GROUND WATER)

WATER VALVE

WATER VALVE VAULT

WATER METER

ELECTRIC TRANSFORMER

AIR CONDITIONING UNIT

COMMUNICATIONS VAULT

FIRE HYDRANT

GUY ANCHOR

POWER POLE AND GUY ANCHOR

TANK OVER FLOW

COMM

SECURITY FENCE

SURVEY CONTROL POINT

TREE LINE

NOTE: SHEET GRID COLUMN AND ROW LOCATION REFER TO THE

LETTERS AND NUMBER WHICH OCCUR ON LEFT SIDE AND TOP

OF BORDER.

CONCRETE VALLEY GUTTER

FENCE DEMOLITION

SPHALT PAVEMENT REMOVAL

GRADED CRUSHED AGGREGATE SURFACING

2-DIGIT DISCIPLINE DESIGNATOR (SEE TABLE 1)

1-DIGIT SHEET TYPE DESIGNATOR (0-9)

2-DIGIT SHEET SEQUENCE (00-99)

DETAIL NUMBER

SHEET NUMBER OF DWG. WHERE

DETAIL IS SHOWN

C-501 X

SCALE:G7DETAIL/SECTION / ELEVATION TITLE

SHEET GRID ROW LOCATION

SHEET GRID COLUMN LOCATION

NEW HOT MIX ASPHALT (HMA) PAVEMENT LIMITS

1. RADII ARE SHOWN AT THE EDGE OF TRAVEL WAY (ETW).

2. DIMENSIONS TO GUTTER ARE MEASURED TO THE EDGE

OF ASPHALT PAVEMENT.

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND

ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS

TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

FOR ADDITIONAL SURVEY GRAPHIC SYMBOLS, SEE SHEET VF1000.

STORM DITCH FLOW DIRECTION

BUILDING/STRUCTURES REMOVAL

NEW WORK LEGEND

NEW WORK & PAVEMENTS HATCH LEGEND

SYMBOL IDENTIFICATIONSURVEY / EXISTING CONDITIONS LEGEND

CS101

SHEET NAMING LEGEND

SITE LAYOUT NOTES

GENERAL NOTES

BID OPTION LEGEND

DEMOLITION / REMOVAL LEGEND

SAMPLE SHEET NAME:

X X SILT FENCE

X X X X TEMPORARY SECURITY SAFETY FENCE

CONSTRUCTION

ENTRANCE

TREE PROTECTION

CHECK DAM WATTLE

BMP LEGEND

SIGN

COMMUNICATION PEDESTAL

EXISTING SPOT ELEVATION

CENTERLINE

150.00

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

2 3 4 5 6 7 8 9

T N

U M

N A

O R

C E

, F L

M U

S M

E D

- - M H

UNREINFORCED PORTLAND CONCRETE CEMENT (PCC) PAVEMENT

DITCH CENTER LINE

CENTERLINE

DITCH CENTER LINE

HOT MIX ASPHALT (HMA) MILLING & OVERLAY PAVEMENT

LIMITS

CONSTRUCTION / DEMOLITION LIMITS

UNDERGROUND OR ABOVE GROUND UTILITY REMOVAL

TREE OR SINGLE UTILITY STRUCTURE

(I.E. LIGHT POLE OR SIMILAR) REMOVAL

ASPHALT MILLING, 1.5" DEPTH

TEMPORARY FE-6 SECURITY FENCE

FE-6 SECURITY FENCE

X X X X

X X

CONCRETE REMOVAL PROJECT LIMITS OR DISTURBANCE

DITCH CENTERLINE

BID OPTION 3: IGLOO STORAGE

MODULE 1, CONSTRUCTION LIMITS

BID OPTION 4: IGLOO STORAGE

MODULE 2, CONSTRUCTION LIMITS

CONSTRUCTION OF MUNITIONS MAINTENANCE

FACILITY SHALL BE IN ACCORDANCE WITH

ICD/ICS 705 VERSION 1.5 TECHNICAL

SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED

INFORMATION FACILITIES AND UFC-4-010-05

SENSITIVE COMPARTMENTED INFORMATION

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

2 3 4 5 6 7 8 9

T N

U M

N A

O R

C E

, F L

M U

S M

E D

- - M H

GENERAL NOTES

1. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY EGLIN

AFB SECURITY POLICE WHEN ENTERING THE WORK AREA AND MAY

EXPERIENCE DELAYS. ALL VEHICLES ENTERING THE WORK AREA MUST HAVE

CURRENT/VALID REGISTRATION, CURRENT/VALID INSURANCE, AND

CURRENT/VALID DRIVERS LICENSE FOR THE OPERATOR.

2. THE CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY

PAINTED SIGN, MEETING COR APPROVAL, AT THE CONSTRUCTION

ENTRANCE TO DIRECT MATERIAL SUPPLIERS AND EMPLOYEES TO THE

CONSTRUCTION SITE.

3. ALL CONSTRUCTION EQUIPMENT AND CONTRACTOR CONSTRUCTION

VEHICLES SHALL BE MARKED WITH COMPANY PAINTED DESIGNS, INSIGNIAS

OR OTHER COMPANY MARKINGS, WHICH ARE CLEARLY VISIBLE.

4. THE CONTRACTOR CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC

SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN REVERSE.

5. THE CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE

PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL

EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO EMERGENCY

VEHICLE RESPONSE TIME.

6. THE CONTRACTOR'S STAGING AREA SHALL BE SUBJECT TO APPROVAL BY

COR. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITY, THE

CONTRACTOR'S CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE

PARKED IN THE CONTRACTOR'S STAGING AREA.

7. STAGING AREA AND ANY OTHER AREA DISTURBED BY CONTRACTOR DURING

CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION

OF EXISTING SITE, SUBJECT TO THE APPROVAL OF THE COR.

8. THE CONTRACTOR SHALL COORDINATE WITH COR REGARDING ANY

GOVERNMENT-OWNED EQUIPMENT REQUIRING RELOCATION TO COMPLETE

WORK.

9. THROUGHOUT CONSTRUCTION, WEEKLY BRIEFINGS SHALL BE CONDUCTED

BY THE CONTRACTOR WITH THE COR, FOR THE PURPOSE OF COORDINATING

CONSTRUCTION ACTIVITIES AND SCHEDULING NEARBY.

10. THE BASE COMMANDER AND/OR THE ACO SHALL HAVE THE AUTHORITY TO

IMMEDIATELY SUSPEND AUTHORIZATION TO WORK FOR SECURITY

REASONS.

11. THE CONTRACTOR IS REQUIRED TO SURVEY ALL UTILITY LINES AND

APPURTENANCES IMMEDIATELY AFTER INSTALLATION FOR UPDATING

RED-LINE AS-BUILT DRAWINGS MAINTAINED ON-SITE BY THE CONTRACTOR.

USING THE FLORIDA NORTH STATE PLANE COORDINATE SYSTEM FOR THE

HORIZONTAL DATUM AND NAVD 88 FOR THE VERTICAL DATUM.

12. EGLIN AFB HAS NO DESIGNATED SPOIL AREAS. CONTRACTOR IS TO REMOVE

NON-COMBUSTIBLE MATERIALS, WASTE AND UNSUITABLE MATERIAL OFF

BASE AND DISPOSE OF PROPERLY.

13. THE CONTRACTOR IS TO SUBMIT TRAFFIC CONTROL PLAN TO THE COR.

TRAFFIC CONTROL SHALL CONFORM TO THE MOST CURRENT MUTCD AND

FDOT DESIGN STANDARD.

14. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES

(UNDERGROUND AND ABOVE) WITHIN THE PROJECT LIMITS PRIOR TO

BEGINNING OF CONSTRUCTION.

15. TEMPORARY POWER, SEWER AND WATER SHALL BE PROVIDED BY

CONTRACTOR. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS

FOR TEMPORARY UTILITY RATES FOR PAYMENTS RENDERED TO THE

GOVERNMENT.

COORDINATION NOTES

1. THE CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT,

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE

PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING

HOURS WHILE JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE

DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO

SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S

REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN

APPROVED ALTERNATE REPRESENTATIVE SHALL BE PROVIDED.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CORDON OFF THE

WORK AREAS AND STREET CROSSINGS BY USING BARRICADES APPROVED

BY THE COR, AS NEEDED.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF THE PROJECT

AND THE EXPENSE THEREOF. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO ENSURE THAT NO IMPROVEMENTS ARE CONSTRUCTED

OUTSIDE THE PROJECT LIMITS.

EROSION CONTROL NOTES

1. BMPS SHOWN ON THE PLAN ARE NOT FINAL AND SHALL BE ADJUSTED PER

SITE CONDITIONS AT THE TIME OF CONSTRUCTION. CONTRACTOR IS NOT

LIMITED TO THE BMPS DETAILED IN THE PLAN SET AND MAY USE ADDITIONAL

BMPS AS APPROVED BY THE COR.

2. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY TO DESIGN THE EROSION

CONTROL PLAN AND IS RESPONSIBLE FOR ADHERING TO FEDERAL, STATE

AND LOCAL PERMITS FOR EROSION CONTROL. PRELIMINARY ERSOION

CONTROL PLANS HAVE BEEN PROVIDED IN THE CIVIL PLAN SET FOR

CONTRACTOR REFERENCE ONLY. FINAL DESIGN AND LAYOUT IS THE

RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL OBTAIN

AN FDEP NPDES PERMIT FOR CONSTRUCTION ACTIVITIES AT BOTH PROJECT

SITES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES AND

APPLICATION PREPARATION. ALL FDEP PERMITS SHALL BE COORDINATED

THROUGH THE COR AND APPROPRIATE SIGNATURES AS REQUIRED BY EGLIN

OFFICIALS SHALL BE ROUTED THROUGH THE CES GROUP THROUGH THE

COR.

3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY

DISTURBANCE.

4. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND

ANY MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND

SEDIMENT DISCHARGE.

5. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT

ITS MOVEMENT BY WIND FORCES.

6. LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS AFFECTED BY THE

CONTRACTOR'S OPERATIONS INVOLVING EXCAVATION, EMBANKMENT AND

FINAL GRADING REQUIRED TO COMPLETE THE WORK.

7. THE CONTRACTOR SHALL UTILIZE FDOT EROSION AND SEDIMENT CONTROL

MANAGEMENT MANUAL. FOR ADDITIONAL RESOURCES AND GUIDANCE

BEYOND WHAT IS SHOWN IN THIS PLAN SET.

8. CONSTRUCTION ENTRANCES SHALL BE LOCATED TO MINIMIZE IMPACT ON

LOCAL TRAFFIC CONDITIONS AND SHALL BE MAINTAINED FOR THE LIFE OF

THE PROJECT.

9. FOR INFORMATION ON REQUIRED FDEP CONSTRUCTION PERMIT AND BMP

PLAN SEE SECTION 01 57 19, "TEMPORARY ENVIRONMENTAL CONDITIONS".

EXCAVATION AND TRENCHES NOTES

1. OPEN TRENCHES, EXCAVATIONS, AND DEMOLITION AREAS WITHIN THE

CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH ORANGE

FENCING OR OTHER MEANS ACCEPTABLE TO THE COR.

2. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL LOCATE ALL UTILITIES.

ANY UTILITY ADJUSTMENTS, EXISTING OR PROPOSED, REQUIRED TO

COMPLETE CONSTRUCTION UNDER THIS CONTRACT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. THIS ITEM INCLUDES, BUT IS NOT

LIMITED TO; THE TEMPORARY RELOCATION OF EXISTING OVERHEAD POWER

LINES. ALL WORK PERFORMED IN THE VICINITY OF OVERHEAD POWER LINES

SHALL CONFORM TO OSHA REQUIREMENTS AND ANY OTHER APPLICABLE

(LOCAL) SAFETY REQUIREMENTS. THE CONTRACTOR IS TO REPAIR ALL

DAMAGES TO EXISTING UTILITIES THAT ARE TO REMAIN IN SERVICE

IMMEDIATELY AT NO ADDITIONAL COSTS OR EXPENSE TO THE

GOVERNMENT.

3. ALL WORK PERFORMED ADJACENT TO OR ON EXISTING ROADWAYS SHALL

COMPLY WITH CURRENT FDOT STANDARDS FOR TRAFFIC CONTROL AND

SAFETY. ALL WORK IN AND ADJACENT TO STREETS OR ROADS SHALL BE

COORDINATED WITH THE COR. THE CONTRACTOR SHALL PROVIDE THE COR

WITH A ONE-WEEK ADVANCE NOTICE PRIOR TO BEGINNING OF WORK

ADJACENT TO RANGE ROAD. NO WORK ADJACENT TO OR ON EXISTING

ROADS SHALL BE INITIATED WITHOUT PRIOR APPROVAL FROM THE COR.

4. THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS TO PERFORM

UNDERGROUND WORK.

5. THE CONTRACTOR SHALL PROVIDE WATER DIVERSIONS AS REQUIRED TO

LIMIT RAIN WATER FROM ENTERING SITE EXCAVATED AREAS. FOR

DE-WATERING REQUIREMENTS SEE SECTION 31 00 00.

SAFETY AND SECURITY REQUIREMENT NOTES

1. THE CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS AND USACE SAFETY MANUAL EM385-1-1.

2. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS WILL NOT BE

ALLOWED IN THE 96TH CEG MUNITIONS COMPLEX AREA. A HOT WORK

PERMIT FROM THE EGLIN AFB FIRE DEPARTMENT WILL BE REQUIRED

OUTSIDE THE CONTROLLED PERIMETER AREA.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY FENCING OR

OTHER SECURITY MEASURES REQUIRED TO PROTECT WORK AREA OR

EQUIPMENT DURING CONSTRUCTION. ORANGE SAFETY FENCE SHALL BE

INSTALLED PRIOR TO INITIATING ANY DEMO WORK.

4. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF THE

REQUIRED CONSTRUCTION CAN BE PERFORMED WITHIN THE AREA

PROVIDED AND COMPLY WITH REQUIREMENTS OF THE SAFETY AND HEALTH

REGULATIONS (OSHA) FOR CONSTRUCTION PROJECTS OF THIS TYPE. ANY

SAFETY MEASURES OR METHOD OF CONSTRUCTION THAT IS NECESSARY IN

THE CONSTRUCTION OF THIS PROJECT TO COMPLY WITH THESE

REGULATIONS IS THE CONTRACTOR'S RESPONSIBILITY.

SURVEYORS NOTES

1. THE SURVEY DEPICTED HEREON WAS PREPARED IN ACCORDANCE WITH THE

PERTINENT SECTIONS OF EM-1110-1-1000 PHOTOGRAMMETRIC MAPPING,

EM-1110-1-1002 SURVEY MARKERS AND MONUMENTATION, EM-1110-1-1003

NAVSTAR GLOBAL POSITIONING SYSTEM SURVEYING, EM-1110-1-1005

ENGINEERING AND DESIGN: CONTROL AND TOPOGRAPHIC SURVEYING,

EM-1110-1-2909 GEOSPATIAL DATA AND SYSTEMS, A/E/C (TRI-STAR) CADD

STANDARDS, AND MINIMUM TECHNICAL STANDARD (MTS) REQUIREMENTS AS

DEFINED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND

MAPPERS.

2. NO ENVIRONMENTAL JURISDICTIONAL LINES HAVE BEEN DETERMINED BY

FLORABAMA GEOSPATIAL SOLUTIONS, LLC.

3. APPARENT USES ARE AS SHOWN. NO APPARENT USES WERE DETERMINED.

THIS IS NOT A BOUNDARY SURVEY.

4. HORIZONTAL AND VERTICAL CONTROL USED IN THIS SURVEY WERE

DETERMINED FROM A SITE CALIBRATED GPS NETWORK. THE CONTROL

POINTS AND VALUES ARE IN THE TABLE ABOVE.

5. THE ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET AND TENTHS

(NAVD88).

6. THIS PARCEL LIES IN FLOOD ZONE X (NO MINIMUM), AS DETERMINED BY

SCALE FROM FEMA PANEL #12091C 0457H, DATED 12/06/202, AND FURNISHED

BY FEMA MAP SERVICE CENTER.

7. THE SURVEY MAP AND SURVEY REPORT ARE NOT FULL & COMPLETE

WITHOUT THE OTHER.

8. UTILITIES SHOWN ON THE SURVEY ARE FIELD LOCATED WITH THE

EXCEPTION OF THE SECONDARY UNDERGROUND ELECTRICAL WHICH IS

DERIVED FROM A SHAPE FILE PROVIDED BY EGLIN AFB AND IS NOT SURVEY

GRADE. ANY SECONDARY ELECTRICAL LINES THAT CONNECT THE

LIGHTNING PROTECTION SYSTEM WERE NOT IN THE PROVIDED SHAPE FILE.

9. SEE TABLE BELOW FOR PROJECT SPECIFIC MONUMENTATION CONTROL.

SEE SHEET VF-100 FOR ADDITIONAL BENCHMARKS AND SURVEY NOTES.

DEMOLITION NOTES

1. ALL MATERIAL REMOVED SHALL BE DISPOSED OF IN AN APPROVED LANDFILL

OFF GOVERNMENT PROPERTY.

ENVIRONMENTAL RESOURCES NOTES

1. THE INCLUDED AF FORM 813 SIGNED 30 MAY 2017 USES A CATEGORICAL

EXCLUSION (CATEX) THAT IS FOR STUDY EFFORTS THAT INVOLVE NO COMMITMENT

OF RESOURCES OTHER THAN PERSONNEL AND FUNDING ALLOCATIONS. ANOTHER

AF FORM 813 MUST BE SUBMITTED TO ADDRESS THE ACTUAL PROPOSED ACTION

AND ALTERNATIVES.

2. IN ACCORDANCE WITH THE COASTAL ZONE MANAGEMENT ACT (CZMA), A

DETERMINATION OF THE PROPOSED ACTION WAS REVIEWED BY THE FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP). THEIR CONCURRENCE

WITH OUR CZMA DETERMINATION WAS RECEIVED 17 JUNE 2014. THE CZMA

DOCUMENT DESCRIBES GUIDELINES UNDER WHICH THE PROJECT MUST BE

COMPLETED TO MAINTAIN CONSISTENCY WITH FLORIDA'S STATUTES AND

REGULATIONS. A COPY OF THIS DOCUMENT IS CAN BE PROVIDED BY EMAIL IF

REQUESTED. FOR QUESTIONS CONTACT RODNEY FELIX, 96 CEG/CEIEA,THROUGH

THE COR.

3. PER CONVERSATION WITH STATE CLEARINGHOUSE 20 MAY 2019, IT WAS AGREED

THIS NEGATIVE DETERMINATION FOR RCS 14-172 REMAINS APPLICABLE AND NO

NEW CONSISTENCY DETERMINATION IS NEEDED PROVIDED PREVIOUSLY

ESTABLISHED CONSERVATION MEASURES WILL BE ADHERED-TO.

4. PRIOR TO ANY TREE REMOVALS FOR THIS PROJECT, CONTACT PHIL CARTER, 96

CEG/CEIEA, 883-1129 OR AL SUTSKO, 96 CEG/CEIEA, 883-1126, THROUGH THE COR

TO DETERMINE TREE VALUE.

5. GOPHER TORTOISE, INDIGO SNAKE, AND REDHEADED WOOD PECKER SURVEY IS

REQUIRED. CONTACT EGLIN NATURAL RESOURCES (JACKSON GUARD) WITHIN 30

DAYS OF GROUND DISTURBING ACTIVITIES TO ARRANGE THE SURVEY. IF TORTOISE

BURROWS ARE FOUND TO CONFLICT WITH THE PROPOSED PROJECT SITE, AND

CANNOT BE AVOIDED, THE TORTOISE(S) MUST BE RELOCATED. **NOTE THAT

TORTOISES CANNOT BE RELOCATED IF THE FORECASTED LOW TEMPERATURE IS

BELOW 50 DEGREES FOR 3 CONSECUTIVE DAYS.** POC: RODNEY FELIX, 96

CEG/CEIEA, OR WAYNE PITTMAN, 96 CEG/CEIEA, THROUGH THE COR.

6. THERE ARE NO CULTURAL RESOURCES CONCERNS ANTICIPATED WITH THIS

PROJECT. HOWEVER, IF UNEXPECTED DISCOVERIES, SUCH AS NATIVE AMERICAN

GRAVES OR LOST HISTORIC CEMETERIES ARE ENCOUNTERED, GUIDELINES SET

FORTH IN CHAPTER 872, FLORIDA STATUTE (FLORIDA'S UNMARKED BURIAL LAW)

MUST BE FOLLOWED. IF HUMAN REMAINS OR ARCHAEOLOGICAL MATERIALS ARE

ENCOUNTERED DURING CONSTRUCTION, WORK SHOULD CEASE IMMEDIATELY AND

THE AREA SECURED. CONTACT THE EGLIN AFB CULTURAL RESOURCES OFFICE

WITH LYNN SHREVE OR BEN AUBUCHON, THROUGH THE COR WITHIN 24 HOURS.

7. CUT VEGETATION FROM LAND CLEARING MUST NOT BE PUT INTO THE REFUSE

SOLID WASTE STREAM FOR LANDFILL DISPOSAL. CONTRACTOR SHALL REMOVE

VEGETATION TO A SECURE, PERMITTED DISPOSAL SITE OR COLLECTED AND

TRANSPORTED FOR APPROVED RECYCLING/REUSE. COORDINATE ALL DISPOSALS

WITH MR.STEVE KAUFFMAN AT 96 CEG/CEIEC, THROUGH THE COR.

8. THIS PROJECT WILL REQUIRE A GENERAL ERP STORMWATER ENVIRONMENTAL

RESOURCE PERMIT PURSUANT TO CHAPTER 62-330 FAC AS THE PROJECT

INCLUDES MORE THAN 4,000 SQ FT OF IMPERVIOUS OR SEMI-IMPERVIOUS

SURFACES SUBJECT TO VEHICULAR TRAFFIC, 9,000 SQ FT OF TOTAL IMPERVIOUS

SURFACES, AND OR MORE THAN 1 ACRE OF PROJECT AREA AND IS PART OF A

LARGER COMMON PLAN OF DEVELOPMENT. THE CONTRACTOR IS NOT REQUIRED

TO OBTAIN THIS PERMIT, HOWEVER THE CONTRACTOR WILL NEED TO COORDINATE

WITH THE COR IF CONSTRUCTION TIME EXCEEDS THE PERMIT ALLOTTED TIME

FRAME.

9. THE CONTRACTOR MUST OBTAIN AN NPDES STORMWATER CONSTRUCTION PERMIT,

AS THE PROJECT DISTURBS A TOTAL OF ONE ACRE OR MORE OF SOIL, FROM FDEP

PURSUANT TO CHAPTER 62-621 FAC. CONTACT TIM C. LANGLEY FOR PERMIT

CONSULTATION, 96CEG/CEIEC, THROUGH THE COR.

VEGETATION NOTES

1. PROVIDE SOLID SOD ON ALL AREAS DESIGNATED TO RECEIVE SOD.

2. PROVIDE SEEDING ON ALL GRADED, SCARRED OR DISTURBED AREAS AS

INDICATED ON THE VEGETATIVE PLANS.

3. THE SITE IS CONSIDERED TO HAVE NO TOPSOIL PRESENT. ALL TOPSOIL

SHALL BE BROUGHT IN FROM AN OFFSITE COMMERCIAL SOURCE FOR

PROJECT USE.

SPECIAL PROJECT SITE ACCESS NOTES

1. THE CONTRACTOR SHALL NOTE THAT BOTH PROJECT SITES, THE IGLOO

FACILITY AND THE MUNITIONS FACILITY, BEING PROPOSED TO BE

CONSTRUCTED ARE LOCATED WITHIN THE 96TH CEG MUNITIONS COMPLEX

WHICH IS A CONTROLLED AND SECURE LOCATION ON EGLIN AIR FORCE

BASE. ESCORT WITHIN THE COMPLEX WILL BE REQUIRED THROUGHOUT

EACH SITES CONSTRUCTION TIME FRAME. TO MITIGATE ESCORT, THE 96TH

CEG GROUP HAS AGREED TO ALLOW THE INSTALLATION OF A TEMPORARY

SECURITY CONSTRUCTION FENCE AROUND THE MUNITIONS SITE TO

TEMPORARILY ESTABLISH A PERIMETER FENCE BOUNDARY THAT WOULD

ALLOW FOR THE MAJORITY OF THE FACILITY SITE TO BE CONSTRUCTED

WITHOUT ESCORT. THE CONTRACTOR WILL COORDINATE WITH THE COR

AND THE 96TH CEG REPRESENTATIVE FOR A FINAL APPROVED TEMPORARY

FENCE LOCATION. THE CONTRACTOR SHALL NOTE THAT THE TEMPORARY

SECURITY CONSTRUCTION FENCE IS OPTIONAL AND NOT REQUIRED TO

CONSTRUCT FOR EITHER FACILITY. SEE CD101 FOR SUGGESTED

TEMPORARY FENCING LOCATION. A FINAL FE-6 SECURITY FENCE WILL BE

REQUIRED TO RE-ESTABLISH THE COMPLEX PERIMETER POST

CONSTRUCTION. PERMANENT FE-6 FENCING LOCATION CAN BE FOUND IN

THE CIVIL PLANS.

2. THE ROADWAY BETWEEN THE MSA GATE 4 AND PERIMETER ROAD IS USED

FOR EMERGENCY INGRESS/EGRESS AND SHALL NOT BE BLOCKED OR

OBSCURED.

GENERAL PROJECT PHASING NOTES:

PHASE I:

· ESTABLISH CONTRACTOR STAGING AREA

· ESTABLISH MOT (MAINTENANCE OF TRANSPORTATION) ALONG PEREMITER ROAD, AND

WITHIN THE 96TH CEG MUNITIONS COMPLEX AS REQUIRED. COORDINATE ALL MOT PLANS

WITH COR PRIOR TO IMPLEMENTATION.

· CONSTRUCT APPROVED TEMPORARY SECURITY FENCE AT RDT&E MUNITIONS SITE

· INSTALL CONSTRUCTION ENTRANCE AND TEMPORARY CONSTRUCTION AGGREGATE ACCESS

ROAD AS NECESSARY FOR IMPROVED SITE ACCESS

· INSTALL BEST MANAGEMENT PRACTICES AS INDICATED IN THIS CONSTRUCTION PLAN SET

AND AS NECESSARY TO MEET STATE AND FEDERAL REQUIREMENTS

· BEGIN SITE DEMOLITION, CLEARING AND GRUBBING

PHASE II

· BEGIN CONSTRUCTION OF RDT&E MUNITIONS FACILITY

· ESTABLISH CONTRACTOR STAGING AREA AT IGLOO SITE

· BEGIN CONSTRUCTION OF IGLOO SITE

PHASE III:

· PAVE AND STRIPE MUNITIONS SITE AND ESTABLISH PERMANENT VEGETATION

· DECONSTRUCT TEMPORARY SECURITY FENCE, INSTALL PERMANENT SECURITY FENCE

· COMPLETE CONSTRUCTION OF IGLOO SITE

· STABILIZE IGLOO SITE WITH PERMANENT VEGETATION AS REQUIRED

· RESTORE CONTRACTOR STAGING AREAS TO PRE-EXISTING CONDITIONS

CONSTRUCTION OF MUNITIONS MAINTENANCE

FACILITY SHALL BE IN ACCORDANCE WITH

ICD/ICS 705 VERSION 1.5 TECHNICAL

SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED

INFORMATION FACILITIES AND UFC-4-010-05

SENSITIVE COMPARTMENTED INFORMATION

FACILITIES PLANNING, DESIGN AND

CONSTRUCTION.

C O

N G

'C O

N N

O R

N O

M H

-0

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C-004

12L-30R RUNWAY

EGLIN

C-005

L R

O U

N D

C O

R U

O N

A R

C O

N G

'C O

N N

O R M H

-0

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N M

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

T N

U M

N A

O R

C E

, F L

M U

S M

- - M H

MUNITIONS COMPLEX MAIN GATE

SPECIAL ACCEES IS REQUIRED.

SEE NOTE 5 THIS SHEET AND SPECIAL

ACCESS NOTES ON SHEET C-004.

BID OPTION

CONTRACTOR STAGING /

LAYDOWN AREA

MUNITIONS MAINT. FACILITY

PROJECT SITE

(PHASE I, II, III)

SEE NOTE 11

BASE BID CONTRACTOR

STAGING / LAYDOWN AREA

(SEE CG702 FOR

ADDITIONAL INFORMATION)

BID OPTIONS 3 & 4 IGLOO STORAGE MODULES

PROJECT SITE

(PHASE IV)

SEE NOTE 11

HAUL ROUTE

PIV PIV

GRAVEL CONSTRUCTION

ACCESS ROAD (ATC)

NEW ASPHALT

ROAD (ATC)

GRAVEL CONSTRUCTION

ACCESS ROAD (ATC)

FLORIDA HWY 189

SUNSET LANE

N P

W Y.

EGLIN PKWY.

12L-30R RUNWAY

19L-10R R

U N

OKALOOSA

REGIONAL

AIRPORT

"NORTH GATE" ENTRANCE

SEE NOTES 1 THRU 3

"EAST GATE" ENTRANCE

GRIFFIN WAY

LUTON DRIVE

WIZARD WAY

PERIMETER ROAD

"WEST GATE" ENTRANCE

SEE NOTE 4

PAQUITO ROAD

MUNITIONS MAIN GATE

PROJECT LOCATION:

BID OPTIONS 3 & 4 IGLOO

STORAGE MODULES

PROJECT LOCATION -

EGLIN AIR FORCE BASE

N.T.S

PROJECT LOCATION:

MUNITIONS MAINT. FACILITY

HAUL ROUTE & PROJECT SITE ENLARGEMENT PLAN

N.T.S

GENERAL NOTES:

1. NORTH GATE CONSTRUCTION ACCESS - PRIMARY CONSTRUCTION ENTRANCE GATE. GATE SHALL BE OPEN MON-FRI EXCLUDING HOLIDAYS, 0600-1800. NO SATURDAY OR SUNDAY DELIVERIES ARE ALLOWED UNLESS PRIOR COORDINATION IS MADE THROUGH THE COR. ALL DELIVERY TRUCKS MUST HAVE A BILL OF LADING IDENTIFYING THE CONTRACTOR, CONTRACT NUMBER AND LIST OF MATERIALS. ANY SPECIAL DELIVERIES SHALL BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER 5 DAYS IN ADVANCE, AND SECURITY FORCES SHALL BE NOTIFIED 72 HOURS IN ADVANCE, NOT ALL REQUEST MAY BE GRANTED.

2. CONTRACTOR SUPPLIERS SHALL ENTER BASE THROUGH THE NORTH GATE.

3. ALL CONTRACTOR DELIVERIES MUST BE INSPECTED AT THE NORTH GATE PRIOR TO ARRIVAL AT THE MUNITIONS MAIN GATE.

4. ALL CONSTRUCTION TRAFFIC SHALL EXIT THROUGH THE EXISTING EAST OR WEST GATE AS SHOWN ON THIS SHEET. EAST AND

WEST GATE VISITOR CENTER HOURS OF OPERATION ARE MON-FRI 0600-1400.

5. CAUTION! ALL CONSTRUCTION WORK CONDUCTED WITHIN THE 96TH CEG EGLIN MUNITIONS SECURE AREA WILL REQUIRE

PERSONNEL ESCORTS. ESCORTS WILL ONLY BE AVAILABLE MON.-FRI., 0700-1600 HOURS.

6. THE CONTRACTOR AND USACE CONTRACTING OFFICERS REPRESENTATIVE (C.O.R) SHALL DOCUMENT THE EXISTING CONDITIONS OF THE HAUL ROUTE THROUGH THE BASE PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DAMAGES TO THE HAUL ROUTE ROAD(S) SHALL BE REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICERS REPRESENTATIVE AT THE

THE CONTRACTORS EXPENSE.

7. DISPOSAL AREAS FOR RUBBLE, UNSUITABLE EXCESS SOIL MATERIALS, OR OTHER CONSTRUCTION DEBRIS ARE NOT AVAILABLE ON THE BASE FOR THE CONTRACTOR'S USE. DISPOSAL IS THE RESPONSIBILITY OF THE CONTRACTOR AT SITES OFF

GOVERNMENT CONTROLLED LANDS.

8. BORROW SITES ARE NOT AVAILABLE FOR USE BY THE CONTRACTOR ON THE BASE. ALL BORROW MATERIALS, TOPSOIL, OR OTHER SOIL MATERIAL SHALL BE OBTAINED BY THE CONTRACTOR FROM COMMERCIAL SOURCES FROM OFF-SITE LOCATIONS.

9. CONTRACTOR STAGING, STOCKPILE/LAYDOWN AREAS SHALL BE RETURNED TO ORIGINAL CONDITIONS AS APPROVED BY THE

C.O.R. AT THE COMPLETION OF CONSTRUCTION

10. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY POWER, WATER AND SANITARY SEWER FACILITIES. CONTRACTOR SHALL

COORDINATE UTILITY TIE IN WITH THE C.O.R.

11. GENERAL CONSTRUCTION PHASING NOTES FOR THIS PROJECT HAVE BEEN PROVIDED FOR CONTRACTOR INFORMATION ONLY;

SEE SHEET C-004 FOR PROVIDED NOTES. CONTRACTOR SHOULD NOTE THAT THE IGLOO LOCATIONS ARE NOT UNDER BASE BID AND SHALL BE REVIEWED AS BID OPTION 3 & 4. CONTRACTOR SHALL REFER TO BID ITEMS LIST FOR ADDITIONAL INFORMATION.

12. TRUCK WASHOUT AREA TO BE CONSTRUCTED, MAINTAINED AND CLEANED IN ACCORDANCE WITH FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS. PROVIDE DETAILS AND MAINTENANCE PLAN AS PART OF THE STORMWATER

POLLUTION PREVENTION PLAN.

13. ONLY THE CONSTRUCTION CONTRACTORS QUALITY CONTROL MANAGER IS AUTHORIZED TO TAKE PHOTOS OF THE PROJECT SITE. PHOTOS ARE ONLY TO BE TAKEN OF CONSTRUCTION ACTIVITIES. ANYONE ELSE TAKING PHOTOS WILL BE ESCORTED OFF THE BASE AND NOT ALLOWED TO RETURN. CELL PHONE ARE ALLOWED FOR ALL PERSONNEL BUT NO PHOTOS.

14. FIELD MARK LOCATION FOR TEMPORARY SECURITY FENCES FOR APPROVAL BY THE CONTRACTING OFFICER AND EGLIN

RESOURCE PROTECTION PERSONNEL IN THE 96TH SECURITY FORCES SQUADRON.

15. SMOKING SHALL ONLY OCCUR IN DESIGNATED SMOKING AREAS. DESIGNATED SMOKING AREAS SHALL BE DETERMINED PRIOR TO CONSTRUCTION WITH THE COR AND A DESIGNATED REPRESENTATIVE WITH THE 96TH CEG MUNITIONS COMPLEX.

HAUL ROUTE

HAUL ENTRANCE ROUTE

FLAGGER REQUIRED

HAUL "EXIT" ROUTE

HAUL EXIT ROUTE

PERIMETER ROAD

PLAN NORTH

CONSTRUCTION OF MUNITIONS MAINTENANCE

FACILITY SHALL BE IN ACCORDANCE WITH

ICD/ICS 705 VERSION 1.5 TECHNICAL

SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED

INFORMATION FACILITIES AND UFC-4-010-05

SENSITIVE COMPARTMENTED INFORMATION

C-006

C O

O L

C O

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C O

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H F2

C -0

.d w g

TRAFFIC CONTROL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ESTABLISHING SAFE WORK ZONES.

CHANNELIZING DEVICE NOTES:

2. CONES ARE FOR ESTABLISHING A TEMPORARY WORK ZONE

AND SHALL:

A. BE USED ONLY IN ACTIVE WORK ZONES WHERE

WORKERS ARE PRESENT.

B. NOT EXCEED 100' IN LENGTH OF USE AT ANY ONE

TIME.

C. BE REFLECTORIZED WITH RETROREFLECTIVE

COLLARS WHEN USED AT NIGHT.

3. FOR BARRIER DELINEATORS, PLACE ON TOP OF UNIT SO

THAT RETROREFLECTIVE SHEETING FACES VEHICULAR

TRAFFIC. COLOR MUST MATCH ADJACENT LONGITUDINAL

PAVEMENT MARKING.

4. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE

MARKED WITH COMPANY INSIGNIAS OR OTHER COMPANY

MARKINGS, WHICH ARE CLEARLY VISIBLE.

5. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC

SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN

REVERSE.

6. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON

EXISTING PAVEMENT THAT IS TO REMAIN.

7. NON-CONSTRUCTION PEDESTRIAN TRAFFIC SHALL NO BE

ALLOWED INSIDE THE CONSTRUCTION LIMITS.

8. ANY DAMAGE TO ROADS AND PAVEMENT DUE TO

CONSTRUCTION EQUIPMENT OR CONSTRUCTION TRAFFIC

SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION BY THE

CONTRACTOR AT HIS/HER OWN EXPENSE TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

9. CONTRACTOR SHALL PROVIDE 2 FLAGMAN DURING

CONSTRUCTION TO DIRECT TRAFFIC ACROSS THE END OF

THE RUNWAY AS SHOWN ON C-005.

W20-1

250' 125' SHOULDER WORK

NOTE:

MAINTAIN A MINIMUM 3.0m TRAVEL LANE

250'

EXISTING EDGE

OF ROADWAY

TRAFFIC FLOW

DIRECTION

OF EXISTING ROAD

WORK WITHIN

RIGHT OF WAY

CHANNELIZING DRUMS

TRAFFIC CONTROL NOTE:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRICT COMPLIANCE

WITH PART VI OF THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD) AND OR FDOT DRAWINGS AND SPECIFICATIONS MOST

CURRENT EDITION.

W20-4

W20-7A

W20-4

W20-7A

EXISTING EDGE

OF ROADWAY

HIGH INTENSITY

FLASHER (TYPE B)

TRAFFIC FLOW DIRECTION

ADVANCE WARNING SIGN

TYPE III BARRICADE

CHANNELIZING CONES

WORK AREA

FLAGMAN

ADVISORY SIGN

TCP LEGEND

N.T.S.

EXISTING ROAD

WORK AREA

300' 300' 50'-100'

300' 300'

EXISTING EDGE

OF ROADWAY

50'

18" Diameter lb s

TUBULAR NON-FIXED

MARKER TO BE USED

DURING DAYLIGHT ONLY

CONES

PLASTIC

DRUMS

M in

RETROREFLECTIVE

SURFACE

ONE LANE CLOSURE PLAN

CONSTRUCTION WITH MINOR ENCROACHMENT

10' (M

IN)

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

T N

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N A

O R

C E

, F L

M U

S M

C H

, 2

- - M H

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND

ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS

TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

CONSTRUCTION OF MUNITIONS MAINTENANCE

FACILITY SHALL BE IN ACCORDANCE WITH

ICD/ICS 705 VERSION 1.5 TECHNICAL

SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED

INFORMATION FACILITIES AND UFC-4-010-05

SENSITIVE COMPARTMENTED INFORMATION

FACILITIES PLANNING, DESIGN AND

CONSTRUCTION.

CPCPCP

COMM

CP CP CP

CP CP

C O

M M

C O

M M

COMMCOMM

M M

ES ES

ES ES ES ES

ESES

W W

SSx

COMM COMM COMM

COMM

C O

M M

C O

M M

C O

M M

COMM COMM COMM

C O

M M

COMM

COMMCOMM

E E E E E E E E E E E E E E E E E E

E E

E E E E E E E E E E E E

ESESESESESES

W W W W W W W W W W

W W

WWWWWWWWWWWWWWWWWWWWWW

W W

WWW

W x

COMM

C O

M M

COMM

COMM COMM

COMM

C O

M M

COMM

C O

M M

C O

M M

C O

M M

COMM

COMM COMM COMM

COMM

C O

M M

C O

M M

C O

M M

ES ES ES ES ES

EEEEEEEE

E E E E E E

E E E E E E E E E E E E E

E E

ES ES ES ES

ES ES

ESESES

ES ES ES

ESESESESESESESES

ES ES ES ES ES ES

ES ES ES ESESES

SSx

E E

BUILDING

1256 BUILDING

BUILDING

CORE 06-20

CORE 08-20

CORE 09-00

CORE 10-20

H H

-1 .93

-1

.86

BLOCK

BUILDING

16.30'

F1-59B N:547580.643 E:1327231.920

EL:75.428

X X

BUILDING

F1-1T N:546702.707 E:1326915.517

EL:95.818

R O

T R

R O

ASPHALT ROAD

ASPHALT ROAD ASPHALT ROAD

ASPHALT ROAD

R O

ASPHALT

UPUP

UPUPUPUP

P P

LP-3

LP-4

X X

C-110

T O

A N

D K

U N

N S

N T.

D O

E M

O D

C O

N G

'C O

N N

O R

M H

-1

.d w g D

N M

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

2 3 4 5 6 7 8 9

T N

U M

N A

O R

C E

, F L

M U

S M

E D

- - M H

CD-101

CS-101

CP-101

CG-101

CG-701

CG-705

SCALE:

100' 200'1000

1"=100'

PLAN NORTH

KEYED SHEET NOTES

BASE BID MUNITIONS MAINT. FACILITY PROJECT OVERVIEW SUMMARY

NEW (4) FOUR BAY RDT&E MUNITIONS FACILITY

NEW FE-6 SECURITY FENCE

IMPROVED FLEXIBLE PAVEMENT ACCESS DRIVE AND GOV

PARKING

RIGID PAVEMENT

SUPPORTING DRAINAGE FEATURES

DUMPSTER PAD WITH PARTIAL SCREEN

LIGHTING PROTECTION SYSTEM (SEE ELECTRICAL)

BID OPTION 3 & 4 IGLOO PROJECT OVERVIEW SUMMARY

IGLOO STORAGE MODULE

BID OPTION 3 - APPROX CONSTR LIMITS

BID OPTION 4 - APPROX CONSTR LIMITS

RIGID PAVEMENT WITH BOLLARDS

BASE BID

MUNITIONS MAINT. FACILITY PROJECT SITE

CD-102

CS-102

CP-102

CG-102

CG-702

CG-705

BID OPTION 3 & 4

IGLOO STORAGE MODULES PROJECT SITE

4 3

96TH CEG MUNITIONS COMPLEX

10 9

CONSTRUCTION OF MUNITIONS MAINTENANCE

FACILITY SHALL BE IN ACCORDANCE WITH

ICD/ICS 705 VERSION 1.5 TECHNICAL

SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED

INFORMATION FACILITIES AND UFC-4-010-05

SENSITIVE COMPARTMENTED INFORMATION

C R

O N

K D

US Army Corps of Engineers

SHEET ID

A…

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