B.08 CDC DRAWINGS_VOL 2_PART 1_PR-201901_JTC_22 JUN 2021.pdf

PDF 40 MB Posted Jul 29, 2021

Attached to: Design-Bid-Build Construction Contract in Support of Puerto Rico Army National Guard (PRARNG) Joint Training Center Military Construction(MILCON) Projects
Solicitation number: W912EP20R0043
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal construction contract opportunity for the Puerto Rico Army National Guard Joint Training Center Military Construction Projects. The scope of work involves constructing an enlisted barracks building totaling 242,609 square feet, two dining facilities totaling 12,412 square feet, and various company and battalion headquarters buildings totaling 84,620 square feet on federal land at Camp Santiago, Puerto Rico. 100% design plans will be completed prior to advertisement. The solicitation number is W912EP20R0043 and will be issued on or around June 17, 2021, with proposals due on or around July 30, 2021. The contract has an anticipated value between $150-200 million and a period of performance of four years for construction and one year for commissioning. The NAICS code is 236220 with a size standard of $36.5 million.

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PLATE LINE ID

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FIN FL ELEV

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DOOR ID

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WALL TYPE ID

COLUMN ID - VERTICAL;

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EQUIPMENT ID

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DIAGRAMS, SCHEDULES,

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STANDARD DETAILS ARE LOCATED

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SHEET NUMBER OF SHEET WHERE

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3D REPRESENTATIONS

SECTIONS, ELEVATIONS,

ENLARGED PLANS,

SPECIFIC DETAILS

SECTIONS, ELEVATIONS,

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SPECIFIC DETAILS

CROSS REFERENCING SYMBOLS

SECTION MARKER

DETAIL CALLOUT

INTERIOR

ELEVATION MARKER

EXTERIOR

ELEVATION MARKER

SECTION LETTER

SHEET NUMBER OF SHEET WHERE

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DETAIL NUMBER

INTERIOR ELEVATION LETTER

SHEET NUMBER OF SHEET WHERE

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SHEET NUMBER OF SHEET WHERE

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SHEET NUMBER OF SHEET WHERE

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INTERIOR ELEVATIONS

BUILDING SECTIONS

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

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SCALE: 3/32" = 1' - 0"

2' 4' 6'

SCALE: 1/2" = 1' - 0"

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SCALE: 1/4" = 1' - 0"

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SCALE: 1/4" = 1' - 0"

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SCALE: 1/4" = 1' - 0"

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SCALE: 3" = 1' - 0"

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SCALE: 1 1/2" = 1' - 0"

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D S

G Y

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A AMPERE

A/C AIR CONDITIONING

A/E ARCHITECT/ENGINEER

AAFES ARMY & AIR FORCE EXCHANGE

SERVICE

AAV AUTOMATIC AIR VENT

ACC ACCESSIBLE

ACP ASPHALTIC CONCRETE PAVEMENT

ACV AUTOMATIC CONTROL VALVE

AD AREA DRAIN

ADDL ADDITIONAL

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AFFF AQUEOUS FIRE FIGHTING FOAM

AFG ABOVE FINISHED GRADE

AH AMPERE HOUR

AHU AIR HANDLING UNIT

AI ANALOG INPUT

ALUM ALUMINUM

AMI ADVANCED METERING

INFRASTRUCTURE

AMP AMPERE

AO ANALOG OUTPUT

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AS AIR SEPARATOR;AS SPRINKLERED

ASC ASPHALTIC SURFACE COURSE

ASPH ASPHALT

ASSN ASSOCIATION

ASSY ASSEMBLY

AT/FP ANTI-TERRORISM FORCE

PROTECTION

AUX AUXILIARY

AVG AVERAGE

BC BACK OF CURB, BARE COPPER

BF BOTH FACES, BLIND FLANGE

BFP BACKFLOW PREVENTER

BLDG BUILDING

BM BENCHMARK

BMS BALANCE MAGNETIC SWITCH

BOL BOLLARD

BRKR BREAKER

BSP BLACK STEEL PIPE

BT BATHTUB

BTWP BALANCE TWISTED PAIR

C CELSIUS, CHANNEL, CONDUIT,

CONDUCTOR, COMMUNICATION

CA COMPRESSED AIR

CAL CALORIE

CAO COMPRESSED AIR OUTLET

CB CATCH BASIN, CIRCUIT BREAKER

CBL CABLE

CC CENTER TO CENTER, CUBIC

CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CD CANDELA, CEILING DIFFUSER

CE CIVIL ENGINEER(S)

CH COAT HOOK, CHANGING, CHILLER

CHH COMMUNICATIONS HAND HOLE

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CHU CONTAINERIZED HOUSING UNIT

CI CAST IRON

CIJ CONTROL JOINT

CIP CAST-IN-PLACE, CAST IRON PIPE

CJ CONSTRUCTION JOINT, CONTROL

JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLJ CONSTRUCTION LONGITUDINAL

JOINT

CLKG CALKING

CLR CLEAR

cm CENTIMETER cm 2 CENTIMETER SQUARED cm 3 CUBIC CENTIMETER cm/s CUBIC CENTIMETER PER SECOND

CMH COMMUNICATIONS MANHOLE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CONDUIT ONLY

COL COLUMN

COMM COMMUNICATIONS

COMPR COMPRESSOR

CONC CONCRETE

COND CONDENSER, CONDENSATE

CONSTR CONSTRUCTION

CONT CONTINUE, CONTINUOUS

COR CONTRACTING OFFICER’S

REPRESENTATIVE, CORNER,

CHANGE ORDER REQUEST

CORR CORRIDOR

CRAC COMPUTER ROOM AIR CONDITIONING

UNIT

CS CAST STONE, CARBON STEEL

CSC CONVOY SUPPORT CENTER

CSS COMPACT SUBSTATION

CTR(S) CENTER(S)

CTRL CONTROL

CU CUBIC, COPPER

CV CONTROL VALVE

CW COLD WATER

DAS DATA ACQUISITION SYSTEM

DBL DOUBLE

DBP DISTRIBUTION PANEL

DCW DOMESTIC COLD WATER

DEG C, °C DEGREES CELSIUS

DF DRINKING FOUNTAIN

DFAC DINING FACILITY

dg DECIGRAM

DG DOOR GRILL

DH DUCT HEATER

DHW DOMESTIC HOT WATER

DI DROP INLET, DRAIN INLET,

DISCRETE INPUT

DIA DIAMETER

DIP DUCTILE IRON PIPE

dL DECILITER

DL DEAD LOAD, DIESEL

dm DECIMETER

DN DOWN

DO DISCRETE OUTPUT

DP DEW POINT, DIFFERENTIAL

PRESSURE

DR DOOR, DOUBLE RIB

DV DISTINGUISHED VISITORS

DW DOMESTIC WATER

DWG DRAWING

DXCC DIRECT EXPANSION COOLING COIL

E EAST, EASTING, EXISTING

EC EDGE OF CURB, EMPTY CONDUIT

ECV EMERGENCY CONTROL VALVE

EF EACH FACE, EXHAUST FAN

EG EXHAUST AIR GRILLE

EHC ELECTRIC HEATING COIL

EHD ELECTRIC HAND DRYER

EHH ELECTRIC HAND HOLE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELECT ELECTRICAL

ELR ELECTRIC REFRACTION AT RIM

ELV ELECTRIC VERTICAL ROD

RETRACTION

EMH ELECTRICAL MANHOLE

EMT ELECTRICAL METALLIC TUBING,

EMERGENCY MEDICAL TECHNICIAN

EMCS ENERGY MONITORING AND CONTROL

SYSTEM

ENT ELECTRICAL NONMETALLIC TUBING

ENTR ENTRANCE

EOL END OF LINE

EP EDGE OF PAVEMENT, ELECTRICAL

PANEL

EQ EQUAL

EQUIP EQUIPMENT

ER EXHAUST REGISTER

ES ELECTRIC STRIKE

ESS ELECTRONIC SECURITY SYSTEMS

EST ESTIMATE

ET EXPANSION TANK

ETC ET CETERA, AND SO FORTH

EW EACH WAY, EFFLUENT WATER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPLOSION PROOF

EXST GR EXISTING GRADE

EXT EXTERIOR

F/B FROM FLOOR BELOW

FA FIRE ALARM, FRESH AIR

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FCV FLOW CONTROL VALVE

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FES FLARED END SECTION

FFLE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH, FINISHED

FIN GR FINISH GRADE

FL FLOOR LINE, FLOOR,

FLASHING, FLOOD LIGHT

FLG FLANGE

FLR FLOOR

FLUOR FLUORESCENT

FLX FLEXIBLE CONDUIT

FO FIBER OPTIC

FOB FORWARD OPERATING BASE

FOC FACE OF CURB

FP FIRE PROTECTION

FRP FIBER-REINFORCED PLASTIC

FS FLOOR SINK

FSS FLOW SWITCH;

FOLDING SHOWER SEAT

FSR FUEL STORAGE RECOVERY

FT FEET

FTP FUEL TRANSFER PUMP

FTR FINNED TUBE RADIATION

FUT FUTURE

FVNR FULL VOLTAGE NON-REVERSING

FXD FIXED

G GIRDER, GROUND

GA GAGE

GB GROUND BAR;GRAB BAR

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL, GENERATOR

G LN GAS LINE

GL GLASS

GLZD GLAZED

GM GAS METER

GND GROUND

GR GROSS, GRADE

GRL GRILLE

GRTG GRATING

GTV GATE VALVE

GW GUY WIRE

GYP BD GYPSUM WALL BOARD

ha HECTARE

HB HOSE BIBB

HC HEATING COIL

HCD HOLLOW CORE DOOR

HCP HANDICAP PUSHBUTTON

HD HEAD

HDB HEATING DISTRIBUTION BOX

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWL HEADWALL

HGR HANGER

HT HEIGHT

hL HECTOLITER hm HECTOMETER

HM HOLLOW METAL

HMA HOT MIX ASPHALT

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE, HEAT PUMP

HPT HIGH POINT

HQ HEADQUARTERS

HR HOUR

HRCP HEAT RECOVERY COIL PUMP

HRR HEAT RECOVERY RETURN

HRS HEAT RECOVERY SUPPLY

HV HIGH VOLTAGE

HW HOT WATER

HWC HOT WATER CIRCULATION

HWCP HOT WATER CIRCULATION PUMP

HWP HOT WATER PUMP

HWR HEATING WATER RETURN

HWS HEATING WATER SUPPLY

HEX HEAT EXCHANGER

Hz HERTZ

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSULATING FLANGE

INSUL INSULATION

INSTR INSTRUMENT

INT INTERIOR

INV INVERT

ITN INFORMATION TECHNICAL NODE

JCT JUNCTION

JOH JAMB OPENING HEIGHT

JOW JAMB OPENING WIDTH

JR JOINT REINFORCING

JT JOINT

k KILO

K KELVIN

kCAL KILOCALORIE

KCMIL THOUSAND CIRCULAR MILLS

kg KILOGRAM kHz KILOHERTZ kL KILOLITER km KILOMETER km 2 SQUARE KILOMETER

KM/H KILOMETER PER HOUR

KM/S KILOMETER PER SECOND

KPA KILOPASCAL

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KVAH KILOVOLT AMPERE PER HOUR

L LITER

L/S LITER PER SECOND

LAB LABORATORY

LAV LAVATORY

LCM LOOSE CUBIC METER

LG LONG, LENGTH

LLA LOW LEVEL ALARM

LM LUMEN

LINTL LINTEL

LP LIGHT POLE

LPT LOW POINT

LPW LUMENS PER WATT

LRA LOCKED ROTOR AMPS

LSA LIFE SUPPORT AREA

LT LEFT

LTG LIGHTING

LV LOW VOLTAGE

LVR LOUVER

M METER

M2 SQUARE METER

M3 CUBIC METER

M3/S CUBIC METER PER SECOND

M/S METER PER SECOND

M MEN

MM MILLIMETERS

MA MILLIAMPERE

MA MEDICAL AIR

MACH MACHINE

MAINT MAINTENANCE

MAU MAKEUP AIR UNIT

MAV MANUAL AIR VENT

MAX MAXIMUM

MCA MINIMUM CIRCUIT AMPS

MCC MOTOR CONTROL CENTER

MCD METAL COVERED DOOR

MECH MECHANICAL

MEF MONOLITHIC EPOXY FLOORING

MFG MANUFACTURING

MH MANHOLE

MHO MAGNETIC HOLD OPEN

MHz MEGAHERTZ

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

mm MILLIMETER mm 2 SQUARE MILLIMETER mm 3 CUBIC MILLIMETER

MO MASONRY OPENING

MON MONITOR, MONUMENT

ms MILLISECOND

MS MOP SINK

MT MIRROR, TILT

MTG MOUNTING

MTL METAL

MTS MANUAL TRANSFER SWITCH

mV MILLIVOLT

MVA MEGAVOLT-AMPERE

mW MILLIWATT

MW MONITORING WELL, MEGAWATT

MWh MEGAWATT HOUR

MWR MORALE, WELFARE &

RECREATION

N NORTH, NORTHING, NEWTON

NA NOT APPLICABLE

NC NORMALLY CLOSED

NO NORMALLY OPEN, NUMBER

NOM NOMINAL

NTS NOT TO SCALE

NS NONSPRINKLERED

OA OUTDOOR AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OGL OBSCURE GLASS

OTS OPEN TO STRUCTURE

OPNG OPENING

OSP OUTSIDE PLANT

P PUMP, POLE

P/V PRESSURE VACUUM

PA PASCAL

PA PUBLIC ADDRESS

PASS PASSAGE, PASSENGER

PC POINT OF CURVATURE, DESKTOP

COMPUTER

PCC PORTLAND CEMENT CONCRETE

PCS PERMANENT CHANGE OF STATION

PDM POSITIVE DISPLACEMENT METER

PDS PROTECTIVE DISTRIBUTION SYSTEM

PE PLAIN END, POLYETHYLENE

PED PEDESTAL

PERF PERFORATED, PERFORM

PET PROTECTED ENTRANCE TERMINAL

PH PHASE, PENTHOUSE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE, PIVOTED

PL PROPERTY LINE, PLATE

PLAS PLASTER

PLG PILING

PNL PANEL

POC POINT ON CURVE

POT POINT OF TANGENCY

PP POWER POLE, POWER PANEL,

POLYPROPYLENE

PR PAIR, PIPE RAIL

PRCST PRECAST

PRV PRESSURE REGULATING VALVE

PS CONC PRESTRESSED CONCRETE

PS PRESSURE SENSOR, PULL STATION,

POLYSTYRENE

PSF POUNDS PER SQUARE FOOT

PSIG POUNDS PER SQUARE INCH GAGE

PT POINT

PTD PAPER TOWEL DISPENSER

PTZ PAN//TILT/ZOOM

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QA/QC QUALITY ASSURANCE/QUALITY

CONTROL

QD QUICK DISCONNECT

QTY QUANTITY

R RADIUS, RISER, RANGE

R/U REFRIGERATION UNIT

RAD RADIAN, RADIATOR, RETURN AIR

DUCT

RAH RETURN AIR HUMIDITY

RAT RETURN AIR TEMPERATURE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD, RETURN DIFFUSER, ROOF

DRAIN

REC RECESSED, RECREATIONAL

REC C RECESSED CONVECTOR

RECT RECTANGULAR

REG REGISTER

REINF REINFORCED

REQD REQUIRED

RET RETURN

REV REVISION, REVISED, REVOLUTIONS

REX REQUEST TO EXIT

RF REPLACEMENT FACILITY, RADIO

FREQUENCY

RG RETURN AIR GRILLE

RGH ROUGH

RGS RIGID GALVANIZED STEEL

RHC REHEAT COIL

RKVA REACTIVE KILOVOLT AMPERES

RL REFRIGERANT LIQUID

RLG RAILING

RM ROOM

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RR RETURN REGISTER, ROOF ROLLING,

RAILROAD

RS REFRIGERANT SUCTION

RT RIGHT

RTU ROOF TOP UNIT

RW RAW WATER, ROADWAY

S SOUTH

SV STACK VENT

SA SUPPLY AIR

SAN SANITARY SEWER

SB SOIL BORING, SPLASH BLOCK

SC SOLID CORE, SEALED CONCRETE

SCHED SCHEDULE

SCP SCUPPER

SCR SHOWER CURTAIN RODS

SD STORM DRAIN; SOAP DISPENSER

SECT SECTION

SFM SANITARY FORCE MAIN

SG SUPPLY AIR GRILLE

SH SHOWER; SOAP HOLDER

SHT SHEET, SHAFT

SIG SIGNAL

SIM SIMILAR

SK SINK, SKETCH

SLDG SLIDING

SP STATIC PRESSURE, SUMP

SPA SPACE

SPEC SPECIFICATIONS

SPCL SPECIAL

SPO DUCTLESS SPLIT UNIT OUTSIDE

SQ SQUARE

SS SANITARY SEWER

SSD SUBSURFACE DRAIN

SST STAINLESS STEEL

ST STORM WATER

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SWMHH SHELF WITH MOP HOLDERS AND HOOKS

T TOP, TREAD, THERMOSTAT

T&B TOP AND BOTTOM

TB TILE BASE, THROUGH BOLT

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEJ THICKENED EXPANSION JOINT

TEL TELEPHONE

TG TRANSFER GRILLE

TGP TEMPORARY GENERATOR PAD

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

TGP TEMPORARY GENERATOR PAD

THK THICKNESS

THRES THRESHOLD

TMGB TELECOMMUNICATIONS MAIN

TMV TEMPERATURE MIXING VALVE

TOB TOP OF BANK, TOP OF BEAM

TOC TOP OF CONCRETE, TOP OF CURB

TOE TOE OF SLOPE

TOG TOP OF GRATING

TOS TOP OF STEEL, TOP OF SLOPE

TOW TOP OF WALL

TP TOWEL PIN

TS TEMPERATURE SWITCH

TSCTD TOILET SEAT COVER/TISSUE DISPENSER

TR TELECOMMUNICATION ROOM

TRANS TRANSOM, TRANSPARENT

TS & V TAPPING SLEEVE AND VALVE

TV TELEVISION

TW TREATED WATER

TYP TYPICAL

UGND UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UOP UNLESS OTHERWISE NOTED

UP UTILITY POLE

UPS UNINTERRUPTIBLE POWER SUPPLY

UPVC UNPLASTICIZED POLYVINYL

UR URINAL

UTIL UTILITY

V VOLT, VENT

VA VOLT AMPERE

VAC VACUUM

VAM VOLT-AMMETER

VAO VACUUM OUTLET

VAP VACUUM PUMP

VB VALVE BOX, VACUUM BREAKER, VYNIL BASE

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

VOLT VOLTAGE

VRLY VOLTAGE RELAY

VPC VERTICAL POINT OF CURVE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENCY

VS VENT STACK, VOLTMETER SWITCH

VSA VEHICLE SECURITY AREA

VTR VENT THRU ROOF

W/ WITH

W/O WITHOUT

WB WET BULB, WOOD BASE

WC WATER CLOSET, WALL COVERING

WCC WATER COOLING COIL

WCO WALL CLEANOUT

WFLX WEATHERPROOF FLEXIBLE CONDUIT

WHM WATT HOUR METER

WDB WATER DISTRIBUTION BOX

WG WATER GAUGE

WGL WIRED GLASS

WH WALL HYDRANT

WHS WAREHOUSE

WL WATER LINE, WIND LOAD

WM WATER METER

WS WATER SOFTENER

WSEL WATER SURFACE ELEVATION

WST WATER STORAGE TANK

WTS WATERSTOP

WV WATER VALVE

XFMR TRANSFORMER

YCO YARD CLEANOUT

YH YARD HYDRANT

YR YEAR

NOTES:

1. THE LIST OF ABBREVIATIONS IS SHOWN AS A GUIDE ONLY

AND DOES NOT NECESSARILY INCLUDE ALL ABBREVIATIONS

USED. SOME ABBREVIATIONS LISTED MAY NOT HAVE BEEN

USED. CONSULT AEC/NCS FOR FULL LIST OF ABBREVIATIONS.

2. SOME ABBREVIATION REPRESENT SYMBOLS FOR UNITS OF

MEASURE, AND INTENTIONALLY INCLUDE LOWERCASE LETTERS OR

SUPERSCRIPTS.

3. REFER TO THE GENERAL LEGEND ON SHEET G-021

STANDARD ABBREVIATION LIST

US Army Corps of Engineers ®

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PROJECT LOCATION

VICINITY PLAN

SCALE: NOT TO SCALE

PROJECT LOCATION MAP

SCALE: 1:20 000

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

F I

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P L O

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GENERAL NOTES:

1. EXISTING CONDITIONS AS SHOWN ARE A COMPILATION OF

SURVEY PERFORMED BY USACE IN DECEMBER 2019 AND AS

BUILT DRAWINGS.THE CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS AND ADJUST WORK PLAN AND CONSTRUCTION

ACCORDINGLY. COORDINATE ALL ADJUSTMENTS WITH USACE

PRIOR TO CONSTRUCTION.

2. REFERENCED CONTROL POINT DATUM IS UTM DATUM WGS 84

ZONE 19 NORTH IS SHOWN FOR REFERENCE ONLY.

3. ALL REQUIRED DEMOLITION FOR CONSTRUCTION ACTIVITIES

OR SITE IMPROVEMENTS MAY NOT BE SHOWN. UNLESS

OTHERWISE NOTED, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DEMOLITION REQUIRED FOR

CONSTRUCTION ACTIVITIES AND CONSTRUCTION OF SITE

IMPROVEMENTS AS NECESSARY WHETHER SHOWN OR NOT.

4. ALL PIPE SIZES ARE IN MILLIMETERS UNLESS NOTED

OTHERWISE.

5. ALL ELEVATIONS ARE IN METERS UNLESS NOTED OTHERWISE.

6. EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES

ARE SHOWN SCREENED AND/OR LIGHT-LINED. PROPOSED

FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN

HEAVY-LINED.

7. EXISTING SURVEY MONUMENT OR CONTROL POINTS

DISTURBED OR DESTROYED BY THE CONTRACTOR DURING

CONSTRUCTION SHALL BE REPLACED OR RESTORED TO THEIR

ORIGINAL CONDITION.

8. REFER TO SECTION 03 30 00 FOR CONCRETE REQUIREMENTS.

SITE PREPARATION/DEMOLITION NOTES:

1. LOCATIONS OF ALL EXISTING

UTILITIES/OBSTRUCTIONS/SYSTEMS SHOWN HEREON ARE

APPROXIMATE ONLY. ALL UTILITIES/OBSTRUCTIONS/SYSTEMS

MAY NOT BE SHOWN. CONTRACTOR SHALL BE RESPONSIBLE

FOR LOCATING AND PROTECTING OR REMOVING AND

ABANDONING IN PLACE ALL UTILITIES/CONSTRUCTIONS/

SYSTEMS WHETHER SHOWN OR NOT SHOWN AS REQUIRED TO

CONSTRUCT THE PROPOSED FACILITY.

2. CONTRACTOR SHALL OBTAIN ALL APPLICABLE DIG & UTILITY

PERMITS REQUIRED FOR CONSTRUCTION FROM THE

AUTHORITY HAVING JURISDICTION PRIOR TO COMMENCING

CONSTRUCTION ACTIVITIES.

3. CONTRACTOR TO ENSURE ANY EXISTING ASPHALT OR

CONCRETE PAVEMENT DISTURBED DURING CONSTRUCTION

ACTIVITIES IS TO BE REPLACED IN KIND. ANY DAMAGED

EXISTING PAVEMENT WILL BE REMOVED TO FULL DEPTH AND

REPLACED WITH MATERIALS MATCHING THE EXISTING

PAVEMENT SECTION DEPTHS.

4. CONTRACTOR SHALL ENSURE THAT ALL EXISTING CONCRETE

AND ASPHALT PAVEMENT HAVE BEEN SAWCUT AND REMOVED

TO THE LIMITS SHOWN ON THE DRAWINGS. REMAINING

SUB-BASE WILL BE REMOVED OR PREPARED AS REQUIRED FOR

THE PROPOSED FINAL SURFACE TREATMENT.

5. CONSTRUCTION DEBRIS, INCLUDING BROKEN PAVEMENT,

SHALL BE REMOVED AND TRANSPORTED TO A DISPOSAL AREA

OFFSITE AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL

IDENTIFY ANY AUTHORIZED DISPOSAL SITE OUTSIDE OF

FACILITY AND TO OBTAIN ALL REQUIRED HAUL AND DISPOSAL

PERMITS. DISPOSAL SHALL BE COORDINATED WITH THE

CONTRACT DOCUMENTS AND THE AUTHORITIES HAVING

JURISDICTION.

6. ALL DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION

THAT ARE UNDEVELOPED SHALL RECEIVE A COVERING THAT

MATCHES THE EXISTING GROUND COVER PRIOR TO

CONSTRUCTION UNLESS OTHERWISE NOTED.

7. ALL AREAS OUTSIDE LIMIT OF WORK DISTURBED BY

CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO

EXISTING CONDITIONS OR BETTER AT NO ADDITIONAL COST TO

THE CONTRACT.

8. ALL UTILITIES/OBSTRUCTIONS/SYSTEMS MAY NOT BE SHOWN.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND

PROTECTING ALL UTILITIES/OBSTRUCTIONS/SYSTEMS

WHETHER SHOWN OR NOT SHOWN.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR

ABANDONING EXISTING DRAINAGE STRUCTURES/UTILITIES

/OBSTRUCTIONS/SYSTEMS WITHIN THE LIMITS OF WORK AS

SHOWN ON THE DRAWINGS. EXTENT OF DEMOLITION MAY NOT

BE SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING AND REMOVING OR ABANDONING IN PLACE ALL

DRAINAGE STRUCTURES/UTILITIES/OBSTRUCTIONS/SYSTEMS

WHETHER SHOWN OR NOT SHOWN. DIG PERMITS, IF

NECESSARY, SHALL BE COORDINATED WITH THE APPROPRIATE

AUTHORITIES HAVING JURISDICTION.

10. UNIDENTIFIED UTILITY/DRAINAGE CONFLICTS SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION FOR

DIRECTION.

11. CONTRACTOR SHALL ENSURE THAT ALL UTILITIES, INCLUDING

SEWER, WATER, ELECTRIC AND DRAINAGE HAVE BEEN

ABANDONED IN PLACE, REMOVED AND CAPPED AT ENDS, OR

RELOCATED AS REQUIRED TO CONSTRUCT THE PROPOSED

FEATURES. CONTRACTOR TO MAINTAIN SERVICE

DOWNSTREAM OF RELOCATION DURING CONSTRUCTION.

12. AT LIMITS OF DEMOLITION OF EXISTING CONDUITS, DUCT

BANKS, PIPES, AND OTHER UTILITIES, CONTRACTOR SHALL CAP

AND SEAL THE PORTION TO REMAIN TO ENSURE NO

DIFFERENTIAL SETTLEMENT OF BACKFILL AT THE LIMITS OF

REMOVAL.

13. CONTRACTOR SHALL ROUGH GRADE ALL AREAS DISTURBED

DUE TO DEMOLITION ACTIVITIES AND SHALL STABILIZE ALL

DISTURBED AREAS. DISTURBED NON PAVED AREAS SHALL BE

FINISHED WITH TOPSOIL, SEED AND FERTILIZER.

14. LIMITS OF REMOVAL AND/OR ABANDONMENT ARE SHOWN FOR

REPRESENTATIVE PURPOSES ONLY. THESE LIMITS MAY BE

EXPANDED OR REDUCED DEPENDENT ON ACTUAL SITE

CONDITIONS ENCOUNTERED DURING CONSTRUCTION.

CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR

ADDITIONAL INFORMATION ON REMOVAL OR ABANDONMENT.

15. IN ALL AREAS TO BE GRADED, EXISTING TOPSOIL SHALL BE

STRIPPED TO A DEPTH OF 100 mm AND USED PRIOR TO FINAL

GRADING AND RESEEDING.

EROSION CONTROL NOTES:

1. THE CONTRACTOR SHALL PREPARE AND IMPLEMENT AN

EROSION CONTROL PLAN FOR APPROVAL BY APPLICABLE

REGULATORY AGENCIES.

2. DURING CONSTRUCTION AND THEREAFTER, ALL EROSION AND

SEDIMENT CONTROL MEASURES ARE TO BE CONSTRUCTED

AND MAINTAINED IN ACCORDANCE WITH THE CONSTRUCTION

DOCUMENTS, AND THE CONTRACTOR'S SEDIMENTATION AND

EROSION CONTROL PLAN.

3. SEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO MEET

FIELD CONDITIONS AT THE TIME OF AND DURING ALL PHASES

OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO AND

IMMEDIATELY AFTER ANY GRADING OR DISTURBANCE OF

EXISTING SURFACE MATERIAL ON THE SITE.

4. WEEKLY INSPECTION AND MAINTENANCE OF ALL SEDIMENT

CONTROL STRUCTURES SHALL BE PROVIDED TO INSURE THAT

THE INTENDED PURPOSE IS ACCOMPLISHED. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT

NO SEDIMENT LEAVES THE LIMIT OF WORK. SEDIMENT

CONTROL MEASURES SHALL BE IN WORKING CONDITION AT

THE END OF EACH DAY.

5. THE CONTRACTOR SHALL PREVENT MUD/MATERIAL FROM

BEING TRACKED OFF SITE.

6. ALL CONSTRUCTION INGRESS AND EGRESS POINTS SHALL BE

PROTECTED WITH A STABILIZED CONSTRUCTION

ENTRANCE/EXIT WITH WASH DOWN FACILITIES TO PREVENT

TRACKING OF SEDIMENT ONTO EXISTING OR PROPOSED

ROADS.

7. ALL SEDIMENT WILL BE PREVENTED FROM ENTERING ANY

STORMWATER COLLECTION SYSTEM. ALL DRAINAGE SWALES

AND GROUND SURFACES WITHIN THE LIMIT OF WORK SHALL BE

PROTECTED.

8. TEMPORARY EROSION CONTROL MEASURES INCLUDE THE USE

OF SEDIMENT BARRIERS (SILT FENCE, HAY BALES, AND

EROSION CONTROL MIX), STABILIZED CONSTRUCTION

ENTRANCE/EXIT, CATCH BASIN INLET PROTECTION, AND

TEMPORARY SEEDING AND MULCHING. PERMANENT EROSION

CONTROL MEASURES INCLUDE THE USE OF RIP-RAP AND

PERMANENT SEEDING AND MULCHING.

9. ALL STOCKPILES SHALL BE PROTECTED AND LOCATED A

MINIMUM OF 35 METERS AWAY FROM EXISTING WATER BODIES

OR WETLANDS AND WITHIN THE LIMIT OF WORK. SOIL

STOCKPILES SHALL BE PROTECTED FROM CONTACT WITH

PERIMETER SEDIMENT BARRIERS. A COVER (TARP) OR

APPROPRIATE TEMPORARY STABILIZATION WILL BE PROVIDED

TO MINIMIZE SEDIMENT EROSION. STOCKPILES THAT WILL BE

EXPOSED FOR LONGER THAN 14 CALENDAR DAYS SHALL BE

SEEDED. TEMPORARY STOCKPILES SHALL BE LOCATED SOUTH

EAST OF 8TH AVENUE AND SHALL BE APPROVED THE COR.

10. CONTRACTOR SHALL PROVIDE SILT FENCE, AS NECESSARY, TO

PREVENT SEDIMENT RUNOFF FROM ALL IMPACTED AREAS

ASSOCIATED WITH CONSTRUCTION ACTIVITIES. THE SILT

FENCE SHALL BE INSPECTED DAILY. THE CONTRACTOR SHALL

REMOVE ACCUMULATED SEDIMENT AND REPAIR THE SILT

FENCE AS DETERMINED DURING THE INSPECTION TO ORIGINAL

CONDITION WITHIN THREE (3) DAYS OF INSPECTION.

11. ONLY DISTURB, CLEAR, OR GRADE AREAS NECESSARY FOR

CONSTRUCTION. FLAG OR OTHERWISE DELINEATE AREAS NOT

TO BE DISTURBED. EXCLUDE VEHICLES AND CONSTRUCTION

EQUIPMENT FROM AREAS NOT NECESSARY FOR

CONSTRUCTION.

12. ALL DEBRIS GENERATED DURING SITE PREPARATION

ACTIVITIES SHALL BE LEGALLY DISPOSED OF OFF-SITE.

13. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND LEGAL

DISPOSAL OF ALL EROSION AND SEDIMENT CONTROLS AT THE

COMPLETION OF THE SITE CONSTRUCTION.

INSPECTION AND MAINTENANCE

1. INSPECT DISTURBED AREAS, STORAGE AREAS, AND EROSION

CONTROL MEASURES WEEKLY AND AFTER EVERY HALF INCH

OF RAINFALL. ALL INSPECTIONS SHALL BE PERFORMED BY

PERSONS FAMILIAR WITH EROSION AND SEDIMENT CONTROL

PRACTICES.

2. AFTER ANY SIGNIFICANT RAINFALL (5 mm OR GREATER), SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED FOR

INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED

IMMEDIATELY.

3. DOCUMENT INSPECTIONS IN A REPORT (LOG), INCLUDING THE

FOLLOWING: DATE, NAME(S) AND QUALIFICATIONS OF THE

PERSONNEL MAKING THE INSPECTION, WEATHER AND

DESCRIPTION OF ANY DISCHARGE OCCURRING AT THE TIME OF

INSPECTION, LOCATION OF ANY DISCHARGE OF SEDIMENT OR

POLLUTANTS, ANY EROSION CONTROL MEASURES THAT NEED

TO BE MAINTAINED, ANY EROSION CONTROL MEASURES THAT

FAILED OR OTHERWISE PROVED INADEQUATE, LOCATION

WHERE ADDITIONAL EROSION CONTROL MEASURES ARE

NEEDED, AND CORRECTIVE ACTION REQUIRED. ALSO NOTE

WHAT ACTION WAS TAKEN TO CORRECT DEFICIENCIES OR

ENHANCE CONTROLS, INCLUDING THE DATE THE CORRECTIVE

ACTION WAS TAKEN. PERFORM CORRECTIVE ACTION OF

EROSION CONTROL MEASURES IMMEDIATELY.

4. ANY SEDIMENT TRACKED ONTO PAVED AREAS SHALL BE

SWEPT AT THE END OF EACH WORKING DAY.

5. STABILIZED PORTIONS OF A SITE SHALL BE INSPECTED AT

LEAST ONCE PER MONTH.

6. MAINTAIN EROSION CONTROL MEASURES FOR THE DURATION

OF THE PROJECT AND UNTIL PERMANENT STABILIZATION OF

THE ENTIRE SITE IS ESTABLISHED.

7. PROTECT STABILIZED AREAS FROM EROSION AND

IMMEDIATELY REPAIR AND REVEGETATE ERODED AREAS.

8. REMOVE TEMPORARY EROSION CONTROL MEASURES WITHIN

30 DAYS AFTER THE TRIBUTARY AREA HAS BEEN

PERMANENTLY STABILIZED. REMOVE ANY ACCUMULATED

SEDIMENTS AND STABILIZE ALL DISTURBED AREAS.

SITE LAYOUT NOTES:

1. ALL CONCRETE PAD LAYOUT DIMENSIONS SHOWN ON THE SITE

PLAN ARE NOTIONAL. SHOWN EQUIPMENT MAY DIFFER FROM

INSTALLED EQUIPMENT. THE CONTRACTOR SHALL DETERMINE

AND VERIFY ACTUAL EQUIPMENT DIMENSIONS PRIOR TO

INSTALLATION TO ENSURE CONCRETE PAD IS OF ADEQUATE

SIZE FOR THE PURPOSE INTENDED.

2. ALL BUILDING LAYOUT DIMENSIONS ARE TO THE OUTSIDE EDGE

OF THE BUILDING FOOTING.

GRADING AND DRAINAGE NOTES:

1. GRADING SHALL MATCH INTO EXISTING GRADES AND NOT

CONCENTRATE RUNOFF ONTO STEEP SLOPES, CREATE

EROSIVE CONDITIONS, OR NUISANCE PONDING.

2. PROPOSED GRADING SHALL SLOPE UNIFORMLY BETWEEN

CONTOURS AND SPOT ELEVATIONS SHOWN.

3. SET FINISH GRADE ELEVATION AROUND BUILDINGS AT A

MINIMUM OF 150mm BELOW FINISH FLOOR UNLESS OTHERWISE

NOTED.

4. SITE GRADING IN UNPAVED AREAS SHALL SLOPE AWAY FROM

BUILDINGS TO PREVENT WATER FROM ACCUMULATING NEAR

FOUNDATION. SITE GRADE ELEVATIONS AT THE BUILDINGS

WILL BE SUCH THAT THEY PREVENT WATER FROM PONDING

AGAINST THE BUILDINGS. THE SITE SHALL BE GRADED TO

DIRECT SURFACE RUNOFF AWAY FROM BUILDINGS TO A

SUITABLE LOCATION AND SHALL NOT CREATE NUISANCE

PONDING OR EROSIVE CONDITIONS.

UTILITY NOTES:

1. NO TRENCH OR STRUCTURE SHALL BE BACKFILLED PRIOR TO

CONTRACTING OFFICER REPRESENTATIVE'S APPROVAL.

2. REFER TO SPECIFICATIONS FOR MINIMUM VERTICAL AND

HORIZONTAL CLEARANCES FOR WATER AND SEWER PIPE. ALL

OTHER PIPES SHALL MAINTAIN A MINIMUM VERTICAL

CLEARANCE OF 0.3 M.

3. CONTRACTOR SHALL FIELD VERIFY THE DEPTH AND LOCATION

OF ALL EXISTING UNDERGROUND UTILITIES INCLUDING FUEL

LINES PRIOR TO EXCAVATION AND SHALL PROTECT ALL

EXISTING UTILITIES DURING CONSTRUCTION. UTILITIES SHOWN

ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE

INFORMATION, AND MAY NOT REFLECT THE ACTUAL FIELD

CONDITIONS OR LOCATIONS OF UNDERGROUND STRUCTURES

OR EXISTING UTILITIES.

4. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS

INDICATED ON PLANS. IF UNFORESEEN SITE CONDITIONS

REQUIRE HYDRANTS TO BE INSTALLED AT LOCATIONS THAT

DIFFER FROM THE PLANS. CONTRACTOR SHALL ENSURE THAT

HYDRANTS ARE SPACED AT INTERVALS NO GREATER THAN 91

METERS AND SHALL NOT BE INSTALLED PRIOR TO

CONTRACTING OFFICER APPROVAL.

5. PIPING RESTRAINTS TO BE THRUST BLOCKS UNLESS

OTHERWISE SPECIFIED OR APPROVED EQUAL. IF THE

CONTRACTOR WISHES TO USE MECHANICAL RESTRAINT OR

OTHER PIPE RESTRAINT METHOD THEY SHALL SUBMIT ALL

SUPPORTING DOCUMENTATION PER SPECIFICATION

REQUIREMENTS TO CONTRACTING OFFICER PRIOR TO

INSTALLATION OF WATER PIPE.

6. ALL DUCTILE IRON PIPE (WATER AND SEWER) SHALL BE

WRAPPED IN A POLY WRAP FOR CORROSION PROTECTION.

7. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF

STRUCTURE TO THE CENTER OF STRUCTURE IN A HORIZONTAL

PLANE AND DOES NOT ACCOUNT FOR THE TOTAL LENGTH OF

PIPE DUE TO ELEVATION CHANGE. SLOPE IS CALCULATED

FROM CENTER OF STRUCTURE

8. MAINTAIN EXISTING WATER AND SEWER SERVICE DURING

CONSTRUCTION

9. REFER TO SPECIFICATIONS FOR PIPE DISINFECTION,

PRESSURE TESTING, AND LEAK TESTING

10. ALL GRAVITY PIPES TAKE PRIORITY OVER PRESSURE PIPE AND

CONDUIT. WHERE UTILITY CROSSINGS OF GRAVITY PIPE AND

PRESSURE PIPE OR CONDUIT ARE SHOWN ,THE CONTRACTOR

SHALL INSTALL VERTICAL BENDS TO IN THE PRESSURE PIPE OR

CONDUIT TO MAINTAIN THE APPROPRIATE VERTICAL

SEPARATION BETWEEN UTILITIES. ALL PIPE AND CONDUIT

COVER REQUIREMENT SHALL BE MAINTAINED WHEN MAKING

THE VERTICAL BENDS AROUND THE GRAVITY PIPE.

11. SEE UTILITY DETAILS FOR MINIMUM COVER OF UTILITIES

UNDER FINISH GRADE CONDITIONS.

12. ALL HOT AND COLD WATER PIPES LESS THAN OR EQUAL TO

TWO (2) INCHES (50.8 mm) SHALL BE COPPER TYPE K.

13. WATER/SEWER BUILDING ENVELOPE - BUILDING CONTRACTOR

(PLUMBING) IS RESPONSIBLE FOR CONNECTION TO CIVIL

UTILITIES AT 1.52 METERS (5 FEET) FROM BUILDING. CIVIL

DRAWINGS END WATER/ SEWER PIPES 1.52 METERS FROM

BUILDING.

14. WET TAP CONNECTION BY USE OF A TAPPING SLEEVE AND

VALVE (TS&V) SHALL BE USED WHERE A NEW WATER SERVICE

PIPE TAPS INTO AN EXISTING WATER MAIN. ON THE CIVIL

PLANS, IT IS INDICATED BY A VALVE OFF AN EXISTING WATER

MAIN AND WATER SERVICE LINE STANDARD DETAIL SHEETS.

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US Army Corps of Engineers

ANTENNA

BENCHMARK

BOLLARD

BREAK AREA

CATHODIC PROTECTION

CIRCUIT BREAKER

COMMUNICATIONS

MANHOLE

COMMUNICATION

HANDHOLE

COMPACT SUBSTATION

CURB INLET

CURRENT TRANSFORMER

GATE, DOUBLE SWING

GATE, SINGLE SWING

DRAINAGE MANHOLE

EARTH GROUND

ELECTRICAL HANDHOLE

(SECONDARY VOLTAGE)

ELECTRICAL SWITCH

ELECTRIC JUNCTION BOX

ELECTRIC MANHOLE

FIRE HYDRANT

FLARED END

FUSE, SIZE AS INDICATED (X)

GATE VALVE

GENERATOR

HEADWALL

HIGH MAST LIGHTING

LIGHT HANDHOLE

MULTI-FUNCTION METER

OIL-WATER SEPARATOR

PALM TREE

POTENTIAL TRANSFORMER

REDUCER

RESTRAINED FUTURE

CONNECTION AND CAP

ROAD SIGN

SECURITY LIGHTING

SEWER CLEANOUT

SEWER MANHOLE

SIGN BOARD

SITE LIGHT

SOLAR PANEL

TRANSFORMER

TREE

UTILITY MANHOLE

(UNKNOWN)

VALVE CHAMBER W/

ALTITUDE BOX

WATER VALVE

WATER LEVEL

WINDSOCK

Sector Sign Board

Sign Post

ASPHALT

BUILDING

CONCRETE

LIMIT OF DEMOLITION

LIMIT OF REMOVE &

REPLACE

LIMIT OF PROTECT

DURING

CONSTRUCTION

LIMIT OF PROFILE

MILLING

PAVEMENT MARKING

TO BE REMOVED

SAWCUT

BUILDING WITH

OVERHANG

AIRFIELD EDGE

LIGHTING

AIRFIELD

NAVIGATION

LIGHTING

AIRFIELD

NAVIGATION

LIGHTING

(ABANDONED)

AIRFIELD

NAVIGATION

LIGHTING MARKER

EXISTING PROPOSED

C CENTERLINE

Ø OR PH PHASE

A AMPERES

AFFF AQUEOUS FILM-FORMING FOAM

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING CAPACITY

ASYM ASYMMETRICAL

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

BIT BITUMINOUS

BLDG BUILDING

BM BENCHMARK

BOC BOTTOM OF CONCRETE

C CONDUIT

CB CIRCUIT BREAKER

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFGI CONTRACTOR FURNISHED GOVERNMENT INSTALLED

CKT CIRCUIT

CMH COMMUNICATIONS MANHOLE

CONC CONCRETE

CR CONTROL RELAY

CS COMPACT SUBSTATION

CT CURRENT TRANSFORMER

CU COPPER

DI DUCTILE IRON

DIA DIAMETER

DMH DRAINAGE MANHOLE

DWG DRAWING

E EAST

EL ELEVATION

ELEC ELECTRIC/ ELECTRICAL

EMH ELECTRIC MANHOLE

EMT ELECTRICAL METALLIC TUBING

EP ELECTRIC POLE

EPDS EMERGENCY POWER DOWN STATION

EQUIP EQUIPMENT

EX EXISTING

F FUSED OR FUSIBLE

FACP FIRE ALARM CONTROL PANEL

FCO FORCE MAIN CLEANOUT

FF FINISHED FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FM FORCE MAIN

FOD FOREIGN OBJECT DEBRIS

FP FIRE PROTECTION

GEN GENERATOR

G OR GND GROUND

GV GATE VALVE

HDD HORIZONTAL DIRECTIONAL DRILLING

HYD HYDRANT

HZ HERTZ

INV INVERT

JF JET FUEL

KCMIL THOUSAND CIRCULAR MILS

KVA KILOVOLT-AMPERES

KVAR KILOVOLT AMP REACTIVE

KVARH KILOVAR HOUR

KW KILOWATT

KWH KILOWATT HOUR

LED LIGHT-EMITTING DIODE

LA LIGHTNING ARRESTOR

m METER

MDP MAIN DISTRIBUTION PANEL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

mm MILLIMETER

N NEUTRAL

N NORTH

N NORMAL

NE NORTHEAST

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NW NORTHWEST

NZL NOZZLE

OWS OIL-WATER SEPARATOR

P POLE

PC POINT OF CURVATURE

PCC PORTLAND CEMENT CONCRETE

PF POWER FACTOR

PNL PANEL

PT POINT OF TANGENCY

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

RGS RIGID GALVANIZED STEEL

RM ROOM

RMU RING MAIN UNIT

RSNF ROYAL SAUDI NAVAL FORCES

S SOUTH

SE SOUTHEAST

SEC SECONDS

SM BREAK AREA

SMH SEWER MANHOLE

SW SOUTHWEST

SWD SIDE WATER DEPTH

SYM SYMMETRICAL

TOC TOP OF CONCRETE

TYP TYPICAL

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

USG UNITED STATES GOVERNMENT

V VOLTAGE

VA VOLT AMPERES

W WEST

W WIRE

W/ WITH

WP WEATHER PROOF

WRUB WASHRACK UTILITY BUILDING

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

Z IMPEDANCE

ABBREVIATIONSLEGEND

EXISTING PROPOSED

KEYNOTES

SEE SITE STRUCTURAL DRAWINGS

SEE SITE MECHANICAL DRAWINGS

SEE SITE ELECTRICAL DRAWINGS

SEE SITE COMMUNICATIONS DRAWINGS

SEE SITE SEWER DRAWINGS

SEE SITE WATER DRAWINGS

SEE GRADING AND DRAINAGE DRAWINGS

FIRE PROTECTION

WATER LINE

UNDERGROUND

MEDIUM VOLTAGE

DIRECT BURY CABLING

SANITARY SEWER LINE

STORM DRAIN

SWALE

WATER LINE

TELECOMMUNICATIONS

CHAIN LINK SECURITY

FENCE

CONSTRUCTION LIMIT

MAJOR CONTOUR

MINOR CONTOUR

F F

SAN

W W

COMM

13.00

12.50

E E E

SAN

W W

COMM

13.00

12.50

GEN

SEE NOTE

P T

CHH

F F

E E E

C/E

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U S

R M

O R

N G

I N

E E

R S

CI003

S I T

E S

I G

C I V

I L

L E

G E

N D

B B

R E

V I A

T I O

N S

N O

T E

I S

C H

E R

O O

A Y

L O

A N

E Y

P R

I G

N d w g A

N S

W E

R R

J A

C K

S O

N V

I L L E

J A

C K

S O

N V

I L

T R

I C

W I N

C H

E S

T E

R I N

D E

R I C

R I V

T R

A N

S A

T L A

N T

I S

T R

I C

T R

A N

S I E

I N

C A

T I A

I N

R A

I N

E N

T E

P U

E R

R M

A T

I O

N A

U A

R A

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C A

T I A

G O

A L I N

A S

U E

R T

I C

CDC

F I

P L O

A T

US Army Corps of Engineers

CONTRACTOR LAYDOWN, STAGING AREA,

CONTRACTOR LAY DOWN,

STAGING AREA, AND

CONTRACTOR LAYDOWN AND STAGING AREA - MID

WORK LIMITS (TYP.)

16TH AVENUE

18TH AVENUE

8TH STREET

T R

E E

T R

E E

CE-4

N 1993251.4455

E 786121.2048

0.00

CE19

N 1993209.6647

E 786304.7249

0.00

CE20

N 1993177.1265

E 786272.0225

0.00

CE21

N 1993189.8865

E 786259.3266

0.00

CE1

N 1993222.4754

E 786292.0801

CE-8

N 1993355.1120

E 786638.2105

CE-9

N 1993290.6831

E 786627.2967

CE-11

N 1993239.4790

E 786736.3340

CE-13

N 1992980.5174

E 786676.2254

CE-14

N 1993002.2000

E 786576.4340

CE-15

N 1992926.5130

E 786569.8380

CE-16

N 1992936.1628

E 786444.6840

CE-17

N 1992943.4853

E 786437.3527

FFE.

48.9.

475480

CE-7

N 1993378.7217

E 786543.1725

CE-6

N 1993472.3221

E 786454.6646

CE-3

N 1993186.0142

E 786184.7231

CE-2

N 1993259.1512

E 786255.8794

CE-18

N 1993008.7725

E 786503.0150

CE-12

N 1993189.6111

E 786874.6533

CE-10

N 1993215.8674

E 786715.3316

CE-4

N 1993251.4455

E 786121.2048

0.00

CE19

N 1993209.6647

E 786304.7249

0.00

CE20

N 1993177.1265

E 786272.0225

0.00

CE21

N 1993189.8865

E 786259.3266

0.00

CE1

N 1993222.4754

E 786292.0801

CE-8

N 1993355.1120

E 786638.2105

CE-9

N 1993290.6831

E 786627.2967

CE-11

N 1993239.4790

E 786736.3340

CE-13

N 1992980.5174

E 786676.2254

CE-14

N 1993002.2000

E 786576.4340

CE-15

N 1992926.5130

E 786569.8380

CE-16

N 1992936.1628

E 786444.6840

CE-17

N 1992943.4853

E 786437.3527

FFE.

48.9.

475480

CE-7

N 1993378.7217

E 786543.1725

CE-6

N 1993472.3221

E 786454.6646

CE-3

N 1993186.0142

E 786184.7231

CE-2

N 1993259.1512

E 786255.8794

CE-18

N 1993008.7725

E 786503.0150

CE-12

N 1993189.6111

E 786874.6533

CE-10

N 1993215.8674

E 786715.3316

PARKING -EAST

AND PARKING - WEST

FFE.

48.9.

FFE.

48.9.

COORDINATES

No.

DESC

CP1 SHOT NAIL IN SLAB

CP2 NAIL IN CENTER OF HEADWALL

CP3

CP724

CP9

CP10

CP11

CP12

CP AM3

CP AM5

CP AM6

CP AM7

CP AM8

CP AM9

CP AM10

CP AM11

CP AM12

CP AM13

CP AM14

CP AM15

CP BB01

CP BB02

CP BIDOT12972

CP AM18

CP AM17

CP AM16

CP AM24

CP AM2

CP AM

NORTHING

1,993,189.01

1,993,501.43

1,993,307.69

1,993,081.60

1,993,262.62

1,993,227.40

1,993,191.08

1,993,137.12

1,993,040.93

1,993,125.52

1,993,140.08

1,993,192.45

1,993,247.20

1,993,262.61

1,993,227.37

1,993,191.07

1,993,137.12

1,993,081.59

1,993,050.70

1,992,982.98

1,993,148.35

1,993,148.78

1,993,076.37

1,993,103.44

1,993,086.41

1,993,039.39

1,993,029.27

1,993,011.87

1,992,961.74

EASTING

786,367.24

786,434.19

786,215.70

786,574.50

786,263.67

786,310.28

786,349.78

786,383.52

786,108.89

786,102.02

786,116.72

786,168.88

786,223.70

786,263.70

786,310.30

786,349.81

786,383.54

786,327.74

786,295.95

786,226.94

787,024.51

787,024.39

786,582.08

786,273.36

786,256.32

786,210.34

786,201.28

786,176.81

786,217.72

ELEV

49.34

61.41

52.31

47.90

51.87

50.80

49.34

47.73

46.23

48.06

48.39

49.86

51.37

52.00

50.86

49.44

47.80

47.44

48.06

45.71

50.02

50.04

47.89

48.09

47.77

46.40

46.17

45.86

45.04

COORDINATES

No.

DESC

CP1 SHOT NAIL IN SLAB

CP2 NAIL IN CENTER OF HEADWALL

CP3

CP724

CP9

CP10

CP11

CP12

CP AM3

CP AM5

CP AM6

CP AM7

CP AM8

CP AM9

CP AM10

CP AM11

CP AM12

CP AM13

CP AM14

CP AM15

CP BB01

CP BB02

CP BIDOT12972

CP AM18

CP AM17

CP AM16

CP AM24

CP AM2

CP AM

NORTHING

1,993,189.01

1,993,501.43

1,993,307.69

1,993,081.60

1,993,262.62

1,993,227.40

1,993,191.08

1,993,137.12

1,993,040.93

1,993,125.52

1,993,140.08

1,993,192.45

1,993,247.20

1,993,262.61

1,993,227.37

1,993,191.07

1,993,137.12

1,993,081.59

1,993,050.70

1,992,982.98

1,993,148.35

1,993,148.78

1,993,076.37

1,993,103.44

1,993,086.41

1,993,039.39

1,993,029.27

1,993,011.87

1,992,961.74

EASTING

786,367.24

786,434.19

786,215.70

786,574.50

786,263.67

786,310.28

786,349.78

786,383.52

786,108.89

786,102.02

786,116.72

786,168.88

786,223.70

786,263.70

786,310.30

786,349.81

786,383.54

786,327.74

786,295.95

786,226.94

787,024.51

787,024.39

786,582.08

786,273.36

786,256.32

786,210.34

786,201.28

786,176.81

786,217.72

ELEV

49.34

61.41

52.31

47.90

51.87

50.80

49.34

47.73

46.23

48.06

48.39

49.86

51.37

52.00

50.86

49.44

47.80

47.44

48.06

45.71

50.02

50.04

47.89

48.09

47.77

46.40

46.17

45.86

45.04

S O

L I C

I T

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I O

D E

S I G

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D E

S C

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S U

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US Army Corps of Engineers

U S

R M

O R

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CI004

S I T

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A L L

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J u n

P R

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P U

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U A

R D

C A

T I A

G O

A L I N

A S

U E

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CDC

SHEET KEYNOTES

1. B1 2+2 BARRACKS (2 STORIES) 40 PAX

2. B2 OB BARRACKS (2 STORIES) 200 PAX - OB 8 PAX - 2+2

3. B3 PRIVATE BARRACKS (2 STORIES) 46 PAX

4. D1 DFAC 200 PN

5. D2 DFAC 200 PN

6. HQ1 GIB & MISSION COMMAND TRAINING FACILITY

7. HQ2 BN HQ

8. HQ4 CO SUPPLY ADMIN.

9. HQ5 BN MAINT. SHELTER

10. HQ6 BDE HQ/JFHQ

GENERAL SHEET NOTES

LEGEND

1. BARRACKS (BASE)

2. DFAC (OPTION 1)

3. HQ (OPTION 2)

KEY PLAN

DIM. NOTE

DIMENSIONS SHOWN ARE IN METERS

UNLESS OTHERWISE NOTED.

OVERALL SITE AND KEY PLAN

SCALE: 1:1500

NORTH

PLAN

F I

Meters

0 50 100

P L O

A T

1. CONTRACTOR SHALL COORDINATE LIMITS AND USE OF LAYDOWN AREAS

WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR) PRIOR TO

CONSTRUCTION AS SOME AREAS MAY BE RESTRICTED DUE TO TRAINING

OPERATIONS.

2. LIMITS OF LAYDOWN AND STAGING AREAS ARE APPROXIMATE AND SHALL

BE IDENTIFIED BY CONTRACTOR IN THE FIELD FOR APPROVAL BY THE COR.

3. CONTRACTOR SHALL DEVELOP AND IMPLEMENT A TRAFFIC CONTROL PLAN

THAT ALLOWS FOR CONTINUOUS ACCESS TO ALL AREAS OF THE BASE OUTSIDE

THE LIMITS OF CONSTRUCTION. THE TRAFFIC CONTROL PLAN SHALL BE

SUBMITTED TO THE COR FOR APPROVAL PRIOR TO THE START OF

CONSTRUCTION AND MAY BE REVISED AS NECESSARY DURING CONSTRUCTION

WITH THE APPROVAL OF THE COR.

1 B1 2+2 BARRACKS 304, 316

1 B2 OB BARRACKS 445, 450, 455, 460, 465, 470

1 B3 PRIVATE BARRACKS 300, 312

3 D1 DFAC 314

3 D2 DFAC 302

2 HQ1 GIB & MISSION COMMAND 308

TRAINING FACILITY

2 HQ2 BN HQ 306, 310, 495

2 HQ4 CO SUPPLY ADMIN. 301, 303, 305, 315, 317, 319,

475, 480, 485

2 HQ5 BN MAINT. SHELTER 321, 323, 490

2 HQ6 BDE HQ/JFHQ 318

VOL FACILITY ID BUILDING TYPE BUILDING NO.DRAFT

MAIN GATE

CONSTRUCTION AREA

HAUL

ROUTE

HAUL

ROUTE

APPROXIMATELY

2.65km TO

MAIN GATE

INTERSECTION

WITH PR RTE. 1

PR 154

S O

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US Army Corps of Engineers

U S

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A S

U E

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CDC

F I

Meters

0 200 400

P L O

A T

HAUL ROUTE

SCALE: 1mm=5m

NORTH

PLAN

EEEEE

E E

SAN

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

CE-4

N 1993251.4455

E 786121.2048

FFE.

48.9.

S O

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S I G

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D E

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SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

-2

CD101

S I T

E S

I G

E X

I S

T I N

I T

O L I T

I O

L A

A R

E A

D Q

U A

R T

E R

F I S

C H

E R

C O

O N

T A

Y L O

R A

N E

P R

D d w g A

N S

W E

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W I N

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R I C

R I V

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S A

T L A

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I S

T R

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S I E

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C A

T I A

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T E

P U

E R

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U A

R A

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T I A

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A L I N

A S

U E

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CDC

F I

Meters

0 25 50

P L O

A T

SHEET KEYNOTES

GENERAL SHEET NOTES

LEGEND

1. ASPHALT PAVEMENT AND BASE TO BE REMOVED WITH BASE BID; SAW CUT

FULL DEPTH REQUIRED.

2. EXTEND ASPHALT REMOVAL TO EDGE OF CONCRETE DITCH

3. OVERHEAD ELECTRIC LINES AND POWER POLES SEE SITE ELECTRICAL

DRAWINGS FOR REMOVAL LIMITS

4. CLEAR AND GRUB ALL TREES WITHIN WORK LIMITS AS NECESSARY FOR

CONSTRUCTION OF PROPOSED FACILITIES AS APPROVED BY THE CONTRACTING

OFFICER

5. BUILDINGS AND FOUNDATIONS TO BE REMOVED IN BASE BID. SEE VOLUME 1

SHEETS CD103 AND CD104

KEY PLAN

DIM. NOTE

DIMENSIONS SHOWN ARE IN METERS

UNLESS OTHERWISE NOTED.

35.9

EXISTING SITE AND DEMOLITION PLAN AREA 1 OF 2 HEADQUARTERS

SCALE: 1:500

NORTH

PLAN

ASPHALT REMOVAL LIMITS

BUILDINGS AND FOUNDATIONS REMOVED

1. DIMENSIONS IN METERS UNLESS OTHERWISE NOTED.

2. CONTRACTOR TO REMOVE ALL SIDEWALKS, CURB AND GUTTER, ASPHALT

PAVEMENT, UNDERGROUND PIPING AND OTHER CONSTRUCTION MATERIALS

WITHIN LIMITS OF WORK. ITEMS NOTED FOR REMOVAL ON PLANS MAY NOT BE

ALL INCLUSIVE. SEE SPECIFICATIONS FOR REMOVAL REQUIREMENTS. ALL

REMOVALS ARE PART OF BASE BID.

3. CONTRACTOR SHALL CLEAR AND GRUB ALL VEGETATION WITHIN 10

METERS OF PROPOSED BUILDING FOUNDATIONS AND ALL OTHER AREAS THAT

MAY AFFECT CONSTRUCTION OF PROPOSED FACILITIES. CLEARING AND

GRUBBING PLANS SHALL BE APPROVED BY THE CONTRACTING OFFICERS

REPRESENTATIVE PRIOR TO CLEARING OPERATIONS.

4. SECTIONS OF CURB, GUTTER AND SIDEWALK REMOVALS REQUIRED FOR

UTILITY EXTENSIONS ARE SHOWN ON THE UTILITY DRAWING.

EDGE OF ASPHALT

CONCRETE DITCH TO REMAIN

EXISTING PARKING LOT ENTRANCE

WORK LIMITS (TYP.)

EXISTING TREE; CLEAR AND GRUB AS NECESSARY

FOR CONSTRUCTION OF PROPOSED FACILITIES

WORK LIMITS (TYP.)

18TH AVENUE

ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT PARKING LOT

EXISTING SANITARY SEWER TO REMAIN

EXISTING WATER MAIN TO REMAIN

BUILDING TO REMAINBUILDING TO REMAIN

1 DRAFT

CP724

D D

CP BIDOT12972

D D

SAN

SANSANSANSAN

SANSANSANSANSANSANSANSANSANSANSANSANSAN

S A

N S

A N

S A

EEEEEEEEEEEEEEE

E E

W W

WWWWWWWWWW

WWWW

W W

SAN

SANSANSANSAN

SANSANSANSANSANSANSANSANSANSANSANSANSAN

S D

CE-13

N 1992980.5174

E 786676.2254

CE-14

N 1993002.2000

E 786576.4340

CE-15

N 1992926.5130

E 786569.8380

0+340

0+360

CE-13

N 1992980.5174

E 786676.2254

CE-14

N 1993002.2000

E 786576.4340

CE-15

N 1992926.5130

E 786569.8380

S O

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US Army Corps of Engineers

U S

R M

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-2

CD102

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0 25 50

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SHEET KEYNOTES

GENERAL SHEET NOTES

LEGEND

1. ASPHALT PAVEMENT PARKING LOT TO BE REMOVED WITH BASE BID. SEE

VOLUME 1 SHEET CD102.

2. REMOVE CONCRETE HEADWALL, PROTECT STORM DRAIN FOR EXTENSION

3. BUILDINGS AND FOUNDATIONS TO BE REMOVED WITH BASE BID. SEE

VOLUME 1 SHEETS CD103 AND CD104

KEY PLAN

DIM. NOTE

DIMENSIONS SHOWN ARE IN METERS

UNLESS OTHERWISE NOTED.

EXISTING SITE AND DEMOLITION PLAN AREA 2 OF 2 HEADQUARTERS

SCALE: 1:500

NORTH

PLAN

1. DIMENSIONS IN METERS UNLESS OTHERWISE NOTED.

2. CONTRACTOR TO REMOVE ALL SIDEWALKS, CURB AND GUTTER, ASPHALT

PAVEMENT, UNDERGROUND PIPING AND OTHER CONSTRUCTION MATERIALS

WITHIN LIMITS OF WORK. ITEMS NOTED FOR REMOVAL ON PLANS MAY NOT BE

ALL INCLUSIVE. SEE SPECIFICATIONS FOR REMOVAL REQUIREMENTS. ALL

REMOVALS ARE PART OF BASE BID.

3. CONTRACTOR SHALL CLEAR AND GRUB ALL VEGETATION WITHIN 10

METERS OF PROPOSED BUILDING FOUNDATIONS AND ALL OTHER AREAS THAT

MAY AFFECT CONSTRUCTION OF PROPOSED FACILITIES. CLEARING AND

GRUBBING PLANS SHALL BE APPROVED BY THE CONTRACTING OFFICERS

REPRESENTATIVE PRIOR TO CLEARING OPERATIONS.

4. SECTIONS OF CURB, GUTTER AND SIDEWALK REMOVALS REQUIRED FOR

UTILITY EXTENSIONS ARE SHOWN ON THE UTILITY DRAWINGS

5. OVERHEAD ELECTRIC LINES AND POWER POLES, SEE SITE ELECTRICAL

FOR REMOVAL LIMITS.

REMOVAL LIMITS

BUILDINGS AND FOUNDATIONS TO BE REMOVED

OVER HEAD POWER LINE, SEE GENERAL SHEET NOTES #5

WORK LIMITS (TYP.)

SANITARY SEWER TO REMAIN

CLEAR AND GRUB ALL TREES

WITHIN LIMITS OF GRADING

8TH AVENUE

16.138

16.524

23.582

CE-4

N 1993251.4455

E 786121.2048

0+000

N45° 07' 28.32"E

496.14'

SSMH51

475480

51.8951.82 50.9751.00

50.45

52.42

52.48

FFE

50.50

FFE

51.20

FFE

52.00

FFE

51.87

FFE

53.10

50.44

51.83

52.24

51.68

51.70

51.87

51.81

53.04

51.94

51.14

51.81

51.03

FFE.

48.9.

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US Army Corps of Engineers

U S

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P L O

A T

1. DIMENSIONS IN METERS UNLESS OTHERWISE NOTED.

2. REMOVE ASPHALT PAVEMENT ADJACENT TO BUILDING 448 AS REQUIRED

FOR GRADING, SAW CUT REQUIRED; REPLACE PAVEMENT AT COMPLETION OF

WORK MATCHING EXISTING PAVEMENT STRUCTURE.

3. RESTORE DISTURBED AREAS WITH 100 MM TOPSOIL AND A 2.5 M SOD STRIP

AROUND ALL BUILDINGS, CONCRETE PADS, SIDEWALKS, AND PARKING. AFTER

SODDING AROUND BUILDINGS, SIDEWALKS, CONCRETE PADS, AND PARKING

LOTS, ANY AREA LESS THAN 2.5M SHALL BE SODDED. ALL DISTURBED AREAS NOT

SODDED SHALL HAVE 100 MM TOPSOIL, SEED, MULCH AND FERTILIZER AT

COMPLETION OF GRADING.

4. APPLY EROSION CONTROL METHODS AS LISTED IN DETAIL SHEETS TO

PREVENT SOIL EROSION DURING AND AFTER CONSTRUCTION OPERATIONS.

5. SEE SITE PLAN FOR BUILDING CORNER COORDINATES.

GENERAL SHEET NOTES

KEY PLAN

DIM. NOTE

DIMENSIONS SHOWN ARE IN METERS

UNLESS OTHERWISE NOTED.

GRADING PLAN AREA 1 OF 2 HEADQUARTERS

SCALE: 1:500

NORTH

PLAN

18TH AVENUE

CP BIDOT12972

SAN

SANSANSAN

SAN

SANSANSAN

SAN

S D

CE-13

N 1992980.5174

E 786676.2254

CE-14

N 1993002.2000

E 786576.4340

43.99

43.93

' N

51.94

51.93

50.61

CE-13

N 1992980.5174

E 786676.2254

CE-14

N 1993002.2000

E 786576.4340

FFE.

48.9.

48.25

48.79 48.75

50.32

50.31

51.14

51.10

FFE

49.00

FFE

50.50

FFE

51.12

FFE

50.37

FFE

49.00

FFE

48.75

FFE

47.85

FFE

47.75

47.72 48.00

47.3247.17 47.9247.59

48.72 48.75

48.7848.72 49.00

48.97

49.00

49.45

49.00

48.4448.11

48.97

48.8948.75

50.34 50.39

47.85

49.00

50.50

51.12

47.62

50.22

FFE.

48.9.

475480

S O

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SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

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-2

CG102

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CDC

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0 25 50

P L O

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GENERAL SHEET NOTES

KEY PLAN

DIM. NOTE

DIMENSIONS SHOWN ARE IN METERS

UNLESS OTHERWISE NOTED.

GRADING PLAN AREA 2 OF 2 HEADQUARTERS

SCALE: 1:500

NORTH

PLAN

1. DIMENSIONS IN METERS UNLESS OTHERWISE NOTED.

2. REMOVE ASPHALT PAVEMENT ADJACENT TO BUILDING 448 AS REQUIRED

FOR GRADING, SAW CUT REQUIRED; REPLACE PAVEMENT AT COMPLETION OF

WORK MATCHING EXISTING PAVEMENT STRUCTURE.

3. RESTORE DISTURBED AREAS WITH 100 MM TOPSOIL AND A 2.5 M SOD STRIP

AROUND ALL BUILDINGS, CONCRETE PADS,…

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