A.03_Drawings.pdf

PDF 7 MB Posted Apr 21, 2022

Attached to: Site Preparation in Ta'if Saudi Arabia
Solicitation number: W912ER22R0010
Issued by: Department of the Army Corps of Engineers Engineering District Middle East

About this file

Written by GovTribe AI · Dec 27, 2023

This document package includes drawings and specifications for a site preparation project in Ta'if, Saudi Arabia. The U.S. Army Corps of Engineers Engineering District Middle East is soliciting proposals under solicitation number W912ER22R0010 to prepare a site for an Air Force base network in Ta'if. The work includes clearing and grading areas for bulk fuel storage, munitions storage, maintenance facilities, and other site features. It also involves constructing security fencing, roads, pads and berms. The drawings provide plans, sections and details for the site work. The specifications in the document package outline requirements for tasks like subgrade preparation, aggregate surfacing and fencing installation. The solicitation response date is not specified in the document package.

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Amendment - W912ER22R00100003.pdf	PDF	May 23, 2022
B.08_W912ER22R001000002_Amendment.pdf	PDF	May 19, 2022
A.03_CBS amendment 0002.pdf	PDF	May 19, 2022
A.03 Proposal Schedule amendment 0002.pdf	PDF	May 19, 2022
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O_M Photos_Part5.pdf	PDF	Apr 25, 2022
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O_M Photos_Part9.pdf	PDF	Apr 25, 2022
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Attachment 2 - PAST PERFORMANCE OVERVIEW SHEET.pdf	PDF	Apr 21, 2022
Attachment 7 - PERFORMANCE DISTRIBUTION STATEMENT.pdf	PDF	Apr 21, 2022
Attachment 1 - CORPORATE CERTIFICATE AUTHORITY TO BIND PARTNERSHIP.pdf	PDF	Apr 21, 2022
Attachment 5 - PROPOSAL SCHEDULE AND COST BREAKDOWN SHEET.pdf	PDF	Apr 21, 2022
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Attachment 4 - PAST PERFORMANCE QUESTIONNAIRE (PPQ Form).pdf	PDF	Apr 21, 2022
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Attachment 6 - NON-COLLUSIVE PRICING CERTIFICATION.pdf	PDF	Apr 21, 2022
Attachment 8 - CONTRACTOR RESPONSIBILITY.pdf	PDF	Apr 21, 2022
Attachment 3 - PROJECT SUMMARY FORM.pdf	PDF	Apr 21, 2022
POL Photos.pdf	PDF	Apr 21, 2022
LSA Photos.pdf	PDF	Apr 21, 2022

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US Army Corps of Engineers ®

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TRANSATLANTIC MIDDLE EAST DISTRICT

TA'IF, KINGDOM OF SAUDI ARABIA

AFCENT

WESTERN BASE NETWORK SITE PREP

SA-499848

PROJECT COVER SHEET

SOLICITATION NO: W912ER22R0010

CONTRACT NO: ---

ISSUE DATE: MARCH 2022

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INDEX OF DRAWINGS

SHT. REF. NO.

FILE NO.

REVISIONS

TITLEREV. NO. AM / COP NO.

GENERAL

GI001 SA-499848-GI001 COVER SHEET

GI011 SA-499848-GI011 INDEX OF DRAWINGS

GI021 SA-499848-GI021 STANDARD NOTES AND SYMBOLOGY

GI031 SA-499848-GI031 STANDARD ABBREVIATIONS

SITE DESIGN

GENERAL

GI001 SA-499848--GI001 COVER SHEET

CIVIL

CI002 SA-499848--CI002 PROJECT LOCATION MAP AND VICINITY PLAN

CS100 SA-499848--CS100 SITE PLAN - OVERALL PLAN

CS101 SA-499848--CS101 SITE PLAN - BULK POL STORAGE AREA

CS102 SA-499848--CS102 SITE PLAN - LIFE SUPPORT AREA (LSA)

CS103 SA-499848--CS103 SITE PLAN - LIFE SUPPORT AREA (LSA)

CS104 SA-499848--CS104 SITE PLAN - MUNITIONS STORAGE AREA (MSA)

CS105 SA-499848--CS105 SITE PLAN - AIR DEFENSE ARTILLERY (ADA)

CS106 SA-499848--CS106 SITE PLAN - MAINTENANCE AREA

CS401 SA-499848--CS401 ENLARGED PLAN - BULK POL STORAGE

CS402 SA-499848--CS402 ENLARGED PLAN - MSA BERM LAYOUT

STANDARD DETAILS

GENERAL

SG001 SA-499848#-SG001 COVER SHEET

CIVIL

SC511 SA-499848#-SC511 SECURITY FENCE DETAILS - TYPE FE5

SC512 SA-499848#-SC512 SECURITY FENCE GATE DETAILS - TYPE FE5

SC517 SA-499848#-SC517 SECURITY FENCE DETAILS - TYPE FE8

SC518 SA-499848#-SC518 SECURITY FENCE GATE DETAILS - TYPE FE8

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SHEET ID

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US Army Corps of Engineers

U .S

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SHEET ID BLOCK & STATUS FIELD

SHEET ID (TEXT CONSTANT)

SYMBOL DESIGNATOR (FIELD VARIES)

SHEET NUMBER TO INCLUDE

DISCIPLINE DESIGNATOR AND

MODIFIER (FIELD VARIES)

GENERAL

RGH FL ELEV

FIN FL ELEV

ROUGH FLOOR ELEVATION

IN PLAN

FINISH FLOOR ELEVATION

IN PLAN

ELEVATION SYMBOL IN

SECTION AND ELEVATION

COLUMN GRIDLINE

CENTERLINE ID

PLUS OR MINUS

DIAMETER

ELEVATION MARKER

PLATE LINE ID

ANGLE

PLUS

XXX

REFERENCE

NORTH SYMBOL

ROOM ID

DOOR ID

WINDOW ID

WALL TYPE ID

COLUMN ID - VERTICAL;

(USE NUMBERS)

COLUMN ID - HORIZONTAL;

(USE LETTERS EXCEPT

FOR O & I)

REVISION ID

EQUIPMENT ID

KEY PLAN HATCHING

KEY PLAN ID

MATCH LINE

SEE XX/X-XXX

MATCHLINE ID

1 KEY NOTE ID

A1 AE201

B1 AE501

DRAWING SYMBOLOGY

SHEET ID

AE101

AM 0001 STATUS FIELD SUBMISSION (FIELD VARIES)

TYPICAL SYMBOLS

1. PRESENTATION OF GRAPHICS SHALL MEET THE REQUIREMENTS OF ERDC/ITL TR-19-6 & 19-7 AND ALL REQUIREMENTS AS NOTED

IN THE TRANSATLANTIC MIDDLE EAST (TAM) DISTRICT DESIGN INSTRUCTION MANUAL (DIM), CHAPTER 22 - ADVANCED MODELING.

TITLEBLOCK AND GENERAL SHEETS:

2. TITLEBLOCK WILL BE A 22 INCH BY 34 INCH BORDER WITH A DRAWING AREA USING THE GRID MODULES OF 3 INCHES BY 3 INCHES.

3. PROJECT COVER SHEETS SHALL INCLUDE A 3D COLOR BIRD'S EYE RENDERING OF THE OVERALL SITE WITH BUILDINGS.

4. FACILITY COVER SHEETS SHALL INCLUDE A 3D COLOR RENDERING OF THE BUILDING EXTERIOR.

5. DESIGN SUBMITTALS WILL INCLUDE AN INDEX OF DRAWINGS FOLLOWING THE PROJECT COVER SHEET.

6. WITHIN THE INDEX OF DRAWINGS A FACILITY SHALL BE GROUPED SO THAT A SINGLE BUILDING MAY BE WITHDRAWN WITHOUT DELETING OR REMOVING A CONSECUTIVE BLOCK OF SHEETS. CONVERSELY, IT SHALL BE POSSIBLE FOR USACE TO EASILY ADD A FACILITY TO A BID PACKAGE. DRAWINGS FOR A SINGLE FACILITY SHALL NOT BE DIVIDED BETWEEN VOLUMES.

7. WHEN MULTIPLE FACILITIES ARE INCLUDED IN THE DESIGN, STANDARD DETAILS AND NOTES ARE AUTHORIZED AND ENCOURAGED. DETAILS MUST APPLY TO ALL FACILITIES AND SHALL BE PLACED IN THE STANDARD NOTES AND DETAILS VOLUME.

8. STANDARD DETAILS AND NOTES PARTICULAR TO A SPECIFIC FACILITY SHALL NOT BE SHOWN IN THE STANDARD DETAILS AND

NOTES AND INSTEAD GROUPED WITH THE DETAILS OF THAT SPECIFIC FACILITY.

9. WHEN THE PROJECT EXCEEDS (250) DRAWINGS SHEETS, AN INDEX OF VOLUMES IS REQUIRED. WHEN USED THE INDEX OF VOLUMES WILL FOLLOW THE PROJECT COVER SHEET AND ACCOMPANY EACH VOLUME. THE INDEX OF VOLUMES PRECEDES THE

INDEX OF DRAWINGS.

DRAWING ANNOTATIONS:

10. THE SAME ABBREVIATION MUST BE CONTINUED THROUGHOUT THE PROJECT DOCUMENT ONCE IT HAS BEEN USED,

11. CAPITAL LETTERS SHALL BE USED IN TEXT, WITH THE EXCEPTION OF KNOWN INTERNATIONAL ACRONYMS.

12. ALL TEXT IN THE DESIGN FILE, MODEL, SCHEDULES AND WORD DOCUMENTS WILL ONLY USE THE FONT TRUE TYPE ARIAL.

13. ALL TEXT WILL NOT BE SMALLER IN SIZE THAN 2.4MM IN BOTH HEIGHT AND WIDTH.

14. DRAWING TITLE TEXT WILL NOT EXCEED 6MM IN BOTH HEIGHT AND WIDTH.

15. EXPLODED DIMENSIONS FOR THE SOLE PURPOSE OF DISPLAYING A VALUE DIFFERENT FROM THE ACTUAL MEASURED VALUE IS

STRICTLY PROHIBITED.

16. ONLY FILLED ARROWHEAD DIMENSION TERMINATORS ARE ALLOWED. DO NOT USE SLASHES.

17. NOTES SHALL APPLY ONLY TO THE SHEETS FOR WHICH THEY ARE LOCATED.

18. TYPICAL LEGENDS WILL NOT BE DUPLICATED ON EACH SHEET. LEGENDS WILL BE SHOWN IN A SINGLE LOCATION.

AE201

B3 SCALE: 1:200

DETAIL / SECTION / ELEVATION TITLE

DRAWING SYMBOLOGY NOTES:

1. DRAWING SYMBOLOGY SHALL MEET THE REQUIREMENTS OF ERDC/ITL TR-19-6 & 19-7 AND ALL REQUIREMENTS AS NOTED IN THE TRANSATLANTIC MIDDLE EAST (TAM) DISTRICT DESIGN INSTRUCTION MANUAL (DIM), CHAPTER 22 - ADVANCED MODELING.

2. THE DRAWING TITLE SHALL USE A COMBINATION ALPHA/NUMERIC IDENTIFICATION TO IDENTIFY THE PLACEMENT OF PLANS, ELEVATIONS, SECTIONS, PROFILES, DETAILS, ETC. FOR EACH DRAWING TITLE. (I.E. A1, B2, C3, ETC.) BACK REFERENCING SHALL

NOT BE USED WITH DRAWING TITLES.

3. THE CALLOUTS SHALL USE A TWO-PART SYSTEM WHEREBY THE TOP PART IS FILLED IN WITH THE IDENTIFICATION AND BOTTOM

FILLED IN WITH THE SHEET NUMBER ON WHICH THE CALLOUT IS LOCATED.

4. (RESERVED)

DETAIL INDICATOR SYMBOL

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR, INTERIOR

MULTIPLE VIEWS

SECTION INDICATOR FOR

PARTIAL BUILDING

AE201

SECTION INDICATOR FOR

FULL BUILDING

AE201

USACE DRAWING TITLE

PRESENTATION OF GRAPHICS (POG) GENERAL NOTESAMENDMENTS AND CHANGE ORDERS (COP) INSTRUCTIONS

DESCRIPTIONMARK DATE

1 JAN 2021REVISED IAW AMENDMENT 0001

AMENDMENTS AND CHANGE ORDER NOTES:

1. AMENDMENTS AND CHANGE ORDERS SHALL MEET THE REQUIREMENTS AS NOTED IN THE TRANSATLANTIC MIDDLE EAST

(TAM) DISTRICT DESIGN INSTRUCTION MANUAL (DIM), CHAPTER 22 - ADVANCED MODELING..

2. ISSUE BLOCK RESERVED FOR AMENDMENTS AND COP'S ONLY.

3. ISSUE BLOCK WILL REMOVE ALL AMENDMENTS (AM) FOR AWARD DELIVERY.

4. ISSUE BLOCK WILL REMOVE ALL CHANGE ORDERS (COP) FOR AS-BUILT DELIVERY.

5. MARKS ARE SURROUNDED BY TRIANGLE WHEN PLACED ON SHEETS.

6. MARKS WITH TRIANGLES ARE NOT USED WITHIN ISSUE BLOCK.

7. MARKS ARE PLACED OUTSIDE OF REVISION CLOUDS.

8. MARKS REMAIN IN PLACE WITH CLOUD SURROUNDING CURRENT REVISION.

9. AMENDMENTS ARE IDENTIFIED BY NUMBERS. THE AMENDMENT FILENAME SHALL USE A DASH AND AMENDMENT "NUMBER" FOLLOWING THE EXISTING FILENAME. (I.E QA-747699A-EP101-A READS "ELECTRICAL POWER PLAN, SHEET 01, AM 0001). THE

STATUS FIELD WILL REFLECT THE AMENDMENT ISSUE NUMBER (I.E. AM 0001).

10. CHANGE ORDERS ARE IDENTIFIED BY LETTERS. THE CHANGE ORDER FILENAME SHALL USE A DASH AND AMENDMENT "LETTER" FOLLOWING THE EXISTING FILENAME. (I.E QA-747699A-EP101-01 READS "ELECTRICAL POWER PLAN, SHEET 01, COP 0001). THE STATUS FIELD WILL REFLECT THE AMENDMENT ISSUE NUMBER (I.E. AM 0001). WE DO NOT SAY COP "A" AND INSTEAD REFER THE COP NUMBER TO THE CORRESPONDING LETTER OF THE ALPHABET. WHEN THE CHANGE ORDER LETTER

EXCEEDS "Z", USE THE FORMAT OF "AA, AB, AC, ETC.

11. THE INDEX OF DRAWINGS WILL BE USED TO IDENTIFY AMENDED, ADDED OR DELETED SHEETS.

12. AMENDED SHEETS WILL CLOUD THE FILE NUMBER AND REVISION COLUMN.

13. ADDED SHEETS WILL CLOUD THE SHEET REFERENCE NUMBER, FILE NUMBER, REVISIONS AND TITLE COLUMNS. REVISION

CLOUD WILL NOT EXCEED LAST LETTER OF SHEET TITLE NAME.

14. DELETED SHEETS WILL CLOUD THE FULL WIDTH OF ALL COLUMNS, PLACE A SOLID LINE THRU ALL AND ADD WORD "DELETE".

15. STATUS FIELD WILL REFLECT UPDATED SUBMISSION TYPE.

2 FEB 2021REVISED IAW AMENDMENT 0002

3 MAR 2021REVISED IAW AMENDMENT 0003

DESCRIPTIONMARK DATE

A JUN 2021GENERAL REVISION COP 0001

B JUL 2021GENERAL REVISION COP 0002

C AUG 2021GENERAL REVISION COP 0003

AMENDMENT ISSUE BLOCK

CHANGE ORDER ISSUE BLOCK

NORTH

PLAN

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US Army Corps of Engineers

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ABBREVIATIONS

L ANGLE

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

AB ANCHOR BOLT

ABV ABOVE

AC ALTERNATING CURRENT

ACC ACCESSIBLE

ACI AMERICAN CONCRETE INSTITUTE

ACR ACRYLIC PLASTIC

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACSR ALUMINUM CABLE STEEL REINFORCED

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

ADO AUTOMATIC DOOR OPERATOR

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPERE INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

A.L. ACTIVE LEAF

ALT ALTERNATE

ALUM ALUMINUM

AMB AMBIENT

AMP AMPERE

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT

ARI AMERICAN REFRIGERATION INSTITUTE

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWT ACOUSTICAL WALL TREATMENT

BB BULLETIN BOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BEV BEVEL

BITUM BITUMINOUS

BJT BED JOINT

BL BUILDING LINE

BLDG BUILDING

BLW BELOW

BM BENCHMARK

BO BOTTOM OF

BOT BOTTOM

BP BACK PLASTER(ED)

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRG PL BEARING PLATE

BRK BRICK

BRKT BRACKET

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

Btu BRITISH THERMAL UNIT BtuH BTU PER HOUR

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CE COVER ELEVATION

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CFI CONDUCTIVE FLOORING

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH BD CHALKBOARD

CHFR CHAMFER

CHIM CHIMNEY

CHK CHECK

CHR PL CHROME PLATED

CI CAST IRON

CI CURB INLET

CIP CAST-IN-PLACE

CIRC CIRCULAR

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLGL CLEAR GLASS

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLOS CLOSURE

CLR CLEAR(ANCE)

CLWG CLEAR WIRED GLASS

cm CENTIMETER(S)

CMP CORRUGATED METAL PIPE

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNL CONDUCTIVE NEOPRENE LATEX

CNR CORNER

CNTR COUNTER

CO CLEANOUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBUSTION

COMPT COMPARTMENT

CONC CONCRETE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

CORR CORRIDOR

COV COVER

CPRS COMPRESSIBLE

CPT CARPET

CRCMF CIRCUMFERENCE

CRES CORROSIVE RESISTANT STEEL

CRG CROSS GRAIN

CRS COURSE(S)

CS CAST STONE

CSK COUNTERSUNK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

C TO C CENTER TO CENTER

CTR CENTER

CU CONDENSING UNIT

Cu COPPER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CU YD CUBIC YARDS

CV CEILING VENT

CVH CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)

CW COLD WATER

CYL CYLINDER

d PENNY (AS IN NAIL - 10D)

DAT DATUM

DB DRY BULB

DBL DOUBLE

DBL ACT DR DOUBLE ACTING DOOR

DCJ DOWELED CONTROL JOINT

DCJT DUMMY CONTROL JOINT

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DH DUCT HEATER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISC DISCONNECT

DISP DISPENSER

DISTR PNL DISTRIBUTION PANEL

DIV DIVISION

DL DEAD LOAD

DMPF DAMPPROOFING

DMPR DAMPER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DR DRAIN

DRB DRAINBOARD

DR CL DOOR CLOSER

DS DOUBLE STRENGTH (GLASS)

DS DOWNSPOUT

DT DRAIN TILE

DVTL DOVETAIL

DWG DRAWING

DWLS DOWELS

DWR DRAWER

DWTR DUMBWAITER

DX DIRECT EXPANSION

E EAST

EA EACH

EAT ENTERING AIR TEMPERATURE

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR BUILDING

ELEC ELECTRIC

EM EXPANDED METAL

EMD ESTIMATED MAXIMUM DEMAND

EMER EMERGENCY

ENCL ENCLOSE(URE)

ENTR ENTRANCE, ENTERING

EP ELECTRICAL PANELBOARD

EPRF EXPLOSION PROOF

EPY EPOXY COATING

EQ EQUAL

EQUIP EQUIPMENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXC EXCAVATE

EXH EXHAUST

EXH A EXHAUST AIR

EXST EXISTING

EXP EXPANSION

EXP EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR

F FAHRENHEIT

FA FIRE ALARM

FA FRESH AIR

FAC FIRE APPARATUS CLOSET

FAI FRESH AIR INTAKE

F BRK FIRE BRICK

FC FOOT CANDLE

FC BRK FACE BRICK

FCG FACING

FCJ FLOOR CONSTRUCTION JOINT

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDMPR FIRE DAMPER

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FGL FIBERGLASS

FH FIRE HYDRANT

FH FLAT HEAD

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHR FIRE HOSE RACK

FHS FIRE HOSE STATION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FIXT FIXTURE

FJT FLUSH JOINT

FLASH FLASHING

FLR FLOOR

FLEX FLEXIBLE

FLG FLOORING

FLR PL FLOOR PLATE

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIRE PARTITION

FP FIREPROOF

FPM FEET PER MINUTE

FR FIRE RESISTANT

FR FRAME

FRG FORGED

FRMG FRAMING

FRT FIRE-RETARDANT

FS FULL SIZE

FSTNR FASTEN(ER)

FT FEET

FTG FOOTING

FURG FURRING

FUT FUTURE

FW FIRE WATER

FWC FABRIC WALL COVERING

G NATURAL GAS

GA GAGE

GAL GALLON(S)

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GF GROUND FACE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT-FURNISHED EQUIPMENT

GFE/CI GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLED

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GKT GASKET(ED)

GL GLASS

GL BLK GLASS BLOCK

GLF GLASS FIBER

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNITS

G GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GPT GYPSUM TILE

GRAN GRANITE

GR LN GRADE LINE

GRTG GRATING

GST GLAZED STRUCTURAL TILE

GSU GLAZED STRUCTURAL UNITS

GT GROUT

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE

HCD HALON CONTAINMENT DAMPER

HCP HANDICAPPED

HD HEAD

HD HEAVY DUTY

HDBD HARDBOARD

HD JT HEAD JOINT

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HES HIGH EARLY-STRENGTH CEMENT

HEX HEXAGON

HH HANDHOLE

HK HOOK(S)

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH-STRENGTH GYPSUM PLASTER

HSKPG HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HYDR HYDRAULIC

Hz HERTZ

IC INTERCOM

ID INSIDE DIAMETER

IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA

ILK INTERLOCK

IN INCH

INCIN INCINERATOR

INCL INCLUDED

INSF INSULATING FILL

INSUL INSULATION

INT INTERIOR

INTM INTERMEDIATE

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

I.P.S. INSIDE PIPE SIZE

JAN CLO JANITOR’S CLOSET

J-BOX JUNCTION BOX

JCT JUNCTION

JST JOIST

JT JOINT

KIP KILOPOUND (1000 POUNDS)

KIT KITCHEN

KOP KNOCKOUT PANEL

KPL KICKPLATE

kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT

KWY KEYWAY

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAT LEAVING AIR TEMPERATURE

LAU LAUNDRY

LAV LAVATORY

LB LAG BOLT

LB POUND

LBL LABEL

LBR LUMBER

LC LIGHT CONTROL

LD LOAD

LDG LOADING

LG LENGTH

LH LEFT HAND(ED)

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLD LEAD-LINED DOOR

LM LUMEN

LMST LIMESTONE

LNTL LINTEL

LONG LONGITUDINAL

LP LIGHTPROOF

LPD LIGHTPROOF DOOR

LPL LIGHTPROOF LOUVER

LPT LOW POINT

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWT LEAVING WATER TEMPERATURE

m METER(S)

M&B MATCHED AND BEADED

MACH MACHINE

MAS MASONRY

MATL MATERIAL(S)

MAX MAXIMUM

MB MACHINE BOLTS

MBR MEMBER

MC MEDICINE CABINET

MCJ MASONRY CONTROL JOINT

MCO METAL-CASED OPENING

MDS METAL DIVIDER STRIP

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDIUM

MEMB MEMBRANE

MES METAL EDGE STRIP

MFD METAL FLOOR DECKING

MFG MANUFACTURING

MFR MANUFACTURER

MG MOTOR GENERATOR

MGT MATTE-GLAZED TILE

MH MANHOLE

MI MALLEABLE IRON

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

ML METAL LATH

ML MONOLITHIC

MLDG MOULDING

MLWK MILLWORK

mm MILLIMETER(S)

MNIC MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)

MO MASONRY OPENING

MOD MODULAR

MOD. MODIFIED

MOT MOTOR

MP MOVABLE PARTITION

MR MOP RECEPTOR

MRB MARBLE BASE

MRD METAL ROOF DECKING

MS MACHINE SCREWS

MT METAL THRESHOLD

MT MOUNT

MTD MOUNTED

MTFR METAL FURRING

MTL METAL

MVBL MOVABLE

MULL MULLION

N NORTH

NAT NATURAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

Ni NICKEL

NIC NOT IN CONTRACT

NL NAILABLE

N.L. NEOPRENE LATEX

NM NONMETALLIC

NO NORMALLY OPEN

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

N’’REQD NOT REQUIRED

NTS NOT TO SCALE

OA OUTSIDE AIR

OBSC OBSCURE

OBW OBSERVATION WINDOW

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFC OFFICE

OGL OBSCURE GLASS

OH OVERHEAD

OHMS OVALHEAD MACHINE SCREW

OHWS OVALHEAD WOOD SCREW

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPS OPERATIONS

OS & Y OUTSIDE SCREW AND YOKE

OWGL OBSCURE WIRED GLASS

P POLE

PA PUBLIC ADDRESS

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PBS PUSH BUTTON STATION

PC PIECE

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCP CEMENT PLASTER (PORTLAND)

PD PAVEMENT DRAIN

PED PEDESTAL

PERF PERFORATE(D)

PERIM PERIMETER

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIPU PREFAB ISOLATION POWER UNIT

PIV POST INDICATING VALVE

PL PLATE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAT PLATFORM

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLG PILING

PL GL PLATE GLASS

PLYWD PLYWOOD

PNL PANEL

PT PAINT(ED)

POL POLISHED

PORC PORCELAIN

PORT PORTABLE

PPGL POLISHED PLATE GLASS

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATE(D)

PREFIN PREFINISHED

PREFMD PREFORMED

PRKG PARKING

PROJ PROJECT

PRV PRESSURE-REGULATING VALVE

PS PIPE SPACE

P.S. PRESSED STEEL

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PNEUMATIC TUBE

PT. POINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PV PAVED

PVC POLYVINYL CHLORIDE

PVG PAVING

PW PASS WINDOW

QT QUARRY TILE

QT. QUART

QTR QUARTER

1/4 RND QUARTER ROUND

QTY QUANTITY

R RADIUS

R RANGE

R RISER

RA RETURN AIR

RAB RABBETED

RA GR RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RB RUBBER BASE, RESILIENT BASE

RBL RUBBLE STONE

RBR RUBBER

RC REMOTE CONTROL

RCP REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROOF DRAIN

RDG INS RIGID INSULATION

RECPT RECEPTACLE

REC ROOM RECREATION ROOM

RECT RECTIFIER

REF REFERENCE

REFL REFLECT

REFR REFRIGERATION

REG REGISTER

REG REGLET

REINF REINFORCE

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RFG ROOFING

RH RELATIVE HUMIDITY

RH RIGHT HAND

RH ROOF HATCH

RK RACK

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RETRACTABLE PARTITION

RPM REVOLUTIONS PER MINUTE

RPRT RAISED PATTERN RUBBER TILE

RTF RUBBER TILE FLOOR

RVS REVERSE

RVT RIVET

RWC RAINWATER CONDUCTOR

S SOUTH

SA SUPPLY AIR

SB SPLASH BLOCK

S.B. SECURITY BARS

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SDI STEEL DOOR INSTITUTE

SECT SECTION

SEQ SEQUENCE

SFGL SAFETY GLASS

SFTU STRUCTURAL FACING TILE UNIT

SFU STRUCTURAL FACING UNIT

SG SHEET GLASS

SHLDR SHOULDER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SKLT SKYLIGHT

SLNT SEALANT

SLV SLEEVE

SM SHEET METAL

SMS SHEET METAL SCREWS

SOV SHUT OFF VALVE

SPC SPACER

SPCL SPECIAL

SPD SOUNDPROOF DOOR

SPEC SPECIFICATION

SPF SOUNDPROOF

SP FIN SPECIAL FINISH

SPH SPACE HEATER

SPKR SPEAKER

SQ SQUARE

SQHD SQUARE HEAD

S&R SHELF AND ROD

SS SERVICE SINK

SS STANDING SEAM (ROOF)

SST STAINLESS STEEL

STA STATION

STD STANDARD

STG SEATING

STL STEEL

STOR STORAGE

ST PR STATIC PRESSURE

STR STRINGER

STRUCT STRUCTURAL

STWY STAIRWAY

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH

SWBD SWITCHBOARD

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TAN TANGENT

TB TOWEL BAR

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPERATURE

TEMP TEMPORARY

TER TERRAZZO

TERM TERMINAL

T&G TONGUE AND GROOVE

TGL TOGGLE

TH TRUSS HEAD

THK THICK(NESS)

THRES THRESHOLD

TK BD TACKBOARD

TKS TACKSTRIP

TO TOP OF

TOL TOLERANCE

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TRANS TRANSOM

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UC UNIT COOLER

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UPS UNINTERRUPTABLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV UNIT VENTILATOR

V VOLT

VAR VARNISH

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VCT VITRIFIED CLAY TILE

VD VAULT DOOR

VENT VENTILATOR(TION)

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VG VERTICAL GRAIN

VH VINYL HOMOGENEOUS

VJ V-JOINT(ED)

VNR VENEER

VOL VOLUME

VR VAPOR RETARDER

VRM VERMICULITE

VS VENT STACK

V.T. VOLTAGE TRANSFORMER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

WB WET BULB

WBL WOOD BLOCKING

WC WATER CLOSET

W/C WHEELCHAIR

WCO WOOD-CASED OPENING

WD WOOD

WD WOOD DOOR

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HUNG

WH WATER HEATER

WHB WHEEL BUMPER

WHM WATT-HOUR METER

WI WROUGHT IRON

WKSH WORK SHOP

WM WIRE MESH

W/O WITHOUT

WP WATERPROOF(ING)

WP WEATHERPROOF

WP WORKING POINT

WR WASTE RECEPTACLE

WRB WARDROBE

WS WATERSTOP

W.S. WASTE STACK

WSCT WAINSCOT

WT WEIGHT

WTH WIDTH

W/W WALL TO WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

XFMR TRANSFORMER

YD YARD

YD YARD DRAIN

2E R

N N

2E R

C H

R , V

C E

K D

T D

CDC

SHEET ID

GI031

'IF

, K

G D

O M

O F

D I A

N B

W O

R K

R M

O N

O O

N _J

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G .H

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N G

-0

-4

8- G

.d w g

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

GI001

O O

N _J

. H

R G

N D

D .R

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-4

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N N

2E R

C H

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K D

T D

'IF

, K

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O M

O F

D I A

N B

W O

R K

C O

S H

CDC

T D

TRANSATLANTIC MIDDLE EAST DISTRICT

TA'IF, KINGDOM OF SAUDI ARABIA

AFCENT

WESTERN BASE NETWORK SITE PREP

SA-499848

SITE DESIGN

JEDDA

TA'IF

MAKKAH

MEDINA RIYADH

BURAYDAH

HAIL

TABUK

YANBU

AL-KHARJ

DAMMAM

AL JUBAIL

HAFAR

AL BATIN

SAKAKA

ARAR

AL QURAYYAT

TURAIF

KHAMIS

MUSHAIT

SAUDI ARABIA

OMAN

YEMEN

U.A.E.

IRAQ

JORDAN IRAN

EGYPT

SUDAN

ERITREA

QATAR

BAHRAIN

ARABIAN

SEA

PERSIAN

GULF

RED SEA

GULF OF

OMAN

KUWAIT

SYRIA

LEBANONWEST BANK

ISRAEL

GAZA

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

PROJECT LOCATION

1 PROJECT LOCATION MAP

SCALE: 1mm=10 000m 2 VICINITY PLAN

SCALE: 1mm=30m

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

T D

2E R

N N

2E R

C H

R , V

C E

K D

T D

-4

R N

E N

O R

'IF

, K

G D

O M

O F

D I A

CDC

CI002

A N

O O

N _J

. H

R G

G .H

O R

D U

M .B

N G

M ar

-4

8- -C

.d w g

ALL IMAGERY BY DIGITAL GLOBE 2022®

MSA

LSA

POL

ACP

ADA

IAMD

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CS100

O O

N _J

. H

R G

G . H

O R

D U

M . B

N G

-0

-4

8- -C

.D W

2E R

C H

R , V

C E

K D

T D

-4

R N

E N

O R

'IF

, K

G D

O M

O F

D I A

CDC

Meters

0 600 1200

T D

GENERAL SHEET NOTES

DIM. NOTE

DIMENSIONS SHOWN ARE IN METERS

UNLESS OTHERWISE NOTED.

1. COORDINATES DERIVED FROM UTM-WGS 1984 DATUM, ZONE 37 NORTH.

2. ELEVATIONS NOT PROVIDED.

3. DRAWING IS FOR BIDDING PURPOSES ONLY. ACTUAL SITE IS TO BE GIVEN

TO CONTRACTOR UPON AWARD OF CONTRACT. FINAL SITE DESIGN WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

1 OVERALL SITE PLAN

SCALE: 1:15000

NORTH

PLAN

X X

XXXXXXXXXXXXXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X

POL

210,000 GAL

FABRIC

BAG, TYP.

(NIC)

SECURITY FENCE,

2.5 FROM BOUNDARY

FOR DETAILS SEE SHEET SC511

SECURITY FENCE,

2.5 M FROM BOUNDARY

FOR DETAILS SEE SHEET SC511

EXTEND TO

EXISTING ROADWAY APPROX. 100 M

PROPOSED 4.27 M AGGREGATE

SURFACED ROADWAY, 1% SLOPE

FOR TYPICAL ROAD SECTION

SEE SHEET CS401

10.00

8.0M SECURITY GATE, FOR

DETAILS SEE SHEET SC512

FOR TYPICAL BERM DETAILS

SEE SHEET CS401

SLOPE 1-2% TO PROVIDE POSITIVE DRAINAGE,

ADD DRAINAGE PIPES UNDER PROPOSED ROADWAY

R14.43R14.43

R14.43 R14 .43

R 14.43

R14.43

7.62

20.49

N: 2376242.7270 E: 661943.7825

N: 2375964.6100 E: 662090.1599

N: 2376121.0420 E: 662387.3813

N: 2376404.3460 E: 662250.8576

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CS101

O L

O O

N _J

. H

R G

G . H

O R

D U

M . B

N G

-0

-4

8- -C

.D W

2E R

C H

R , V

C E

K D

T D

-4

R N

E N

O R

'IF

, K

G D

O M

O F

D I A

CDC

Meters

0 40 80

T D

SHEET KEYNOTES

GENERAL SHEET NOTES

1. PROPOSED ACCESS ROAD. AGGREGATE SURFACING, SEE PARAGRAPH

4.3.2 IN SPECIFICATION SECTION 01 80 00.12 10, TECHNICAL REQUIREMENTS FOR

AGGREGATE SURFACING REQUIREMENTS

2. BERM AND PAD USE SUBGRADE COMPACTION. SEE PARAGRAPH 4.3.1 IN

SPECIFICATION SECTION 01 80 00.12 10, TECHNICAL REQUIREMENTS FOR

SUBGRADE PREPARATION

KEY PLAN

DIM. NOTE

DIMENSIONS SHOWN ARE IN METERS

UNLESS OTHERWISE NOTED.

1. COORDINATES DERIVED FROM UTM-WGS 1984 DATUM, ZONE 37 NORTH.

2. CONTOURS DERIVED FROM NGA-GRID WEBSITE, TOPOGRAPHIC SURVEY TO

BE PERFORMED BY THE CONTRACTOR FOR FINAL GRADING DESIGN.

3. DRAWING IS FOR BIDDING PURPOSES ONLY. ACTUAL SITE IS TO BE GIVEN

TO CONTRACTOR UPON AWARD OF CONTRACT. FINAL SITE DESIGN WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

A1 SITE PLAN - BULK POL STORAGE AREA

SCALE: 1:1000

NORTH

PLAN

67 14

651470

146114 62 146214

66146714681469

X X

XXXXXXXXXXXXXXXXXXXXXXXXXX

X X

SLOPE AT 1%

TO PROVIDE DRAINAGE

SECURITY FENCE, 1.0 M OFF BOUNDARYFOR DETAILS SEE SHEET SC511

SLOPE AT 1%

TO PROVIDE DRAINAGE

8 M SECURITY GATE, FORDETAILS SEE SHEET SC512

SECURITY FENCE, 1.0 M OFF BOUNDARYFOR DETAILS SEE SHEET SC511

EXTEND 6.0 M PROPOSEDROADWAY APPROX. 12.5 MTO EXISTING ROADWAY

N: 2373842.8240 E: 659319.6730

N: 2373864.1640 E: 659354.1460

N: 2373862.5230 E: 659400.1100

N: 2373777.1610 E: 659567.5503

N: 2373504.6600 E: 659848.2591

N: 2373516.1510 E: 659861.3916

N: 2373606.4370 E: 659941.8286

N: 2373688.5160 E: 659693.9513

N: 2373744.3290 E: 659969.7353

N: 2374208.8940 E: 659910.6388

N: 2373903.5620 E: 659424.7336

200 M X 100 M

GRAVEL PAD

25.00

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CS102

O R

O O

N _J

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R G

G . H

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D U

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N G

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2E R

C H

R , V

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K D

T D

-4

R N

E N

O R

'IF

, K

G D

O M

O F

D I A

CDC

Meters

0 80 160

T D

SHEET KEYNOTES

GENERAL SHEET NOTES

1. SUBGRADE COMPACTION. SEE PARAGRAPH 4.3.1 IN SPECIFICATION

SECTION 01 80 00.12 10, TECHNICAL REQUIREMENTS FOR SUBGRADE

PREPARATION

2. GRAVEL SURFACING, SEE PARAGRAPH 4.3.3 IN SPECIFICATION SECTION 01

80 00.12 10, TECHNICAL REQUIREMENTS FOR GRAVEL SURFACING

REQUIREMENTS

3. DEBRIS FIELD (OPTIONAL): CLEAR AND DISPOSE OF ANY DEBRIS IN THE

NOTED AREA.

KEY PLAN

DIM. NOTE

DIMENSIONS SHOWN ARE IN METERS

UNLESS OTHERWISE NOTED.

1. COORDINATES DERIVED FROM UTM-WGS 1984 DATUM, ZONE 37 NORTH.

2. CONTOURS DERIVED FROM NGA-GRID WEBSITE, TOPOGRAPHIC SURVEY TO

BE PERFORMED BY THE CONTRACTOR FOR FINAL GRADING DESIGN.

3. DRAWING IS FOR BIDDING PURPOSES ONLY. ACTUAL SITE IS TO BE GIVEN

TO CONTRACTOR UPON AWARD OF CONTRACT. FINAL SITE DESIGN WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

4. DEBRIS FIELD AREA IS CURRENT AS OF 15 FEB 2022. THE AREA

REFERENCED IS FOR BIDDING PURPOSES ONLY.

1 SITE PLAN - LIFE SUPPORT AREA (LSA)

SCALE: 1:2000

NORTH

PLAN

C O

N U

N O

N S

T C

3 LEGEND

DEBRIS FIELD

591459

X X

X X X X X X X X X X X X X X X X X X X X X X

X X

XXXXXXX

X X

OPTION: SECURITY FENCE, 1.0 M OFF BOUNDARYFOR DETAILS SEE SHEET SC511

SLOPE AT 1%

TO PROVIDE DRAINAGE

X X

SLOPE AT 1%

TO PROVIDE DRAINAGE

OPTION: 8 M SECURITY GATE,FOR DETAILS SEE SHEET SC512

OPTION: EXTEND 6.0 M PROPOSEDROADWAY APPROX. 20 M TO EXISTINGROADWAY AND 5.0 M INSIDE FENCE

N: 2374290.9730 E: 660409.6765

N: 2374630.7780 E: 661053.1725

N: 2374786.7270 E: 660985.8681

N: 2374724.3480 E: 660785.5964

N: 2374724.3480 E: 660539.3606

N: 2374616.0040 E: 660373.5619

N: 2374461.6960 E: 660279.9924

N: 2374358.2770 E: 660168.3655

N: 2374458.4130 E: 660705.1594

OPTION: SECURITY FENCE, 1.0 M OFF BOUNDARYFOR DETAILS SEE SHEET SC511

SECURITY FENCEFOR DETAILS SEE SHEET SC511

LSA OPTIONAL

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CS103

O R

O O

N _J

. H

R G

G . H

O R

D U

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-4

8- C

.d w g

2E R

C H

R , V

C E

K D

T D

-4

R N

E N

O R

'IF

, K

G D

O M

O F

D I A

CDC

Meters

0 80 160

T D

SHEET KEYNOTES

GENERAL SHEET NOTES

1. SUBGRADE COMPACTION. SEE PARAGRAPH 4.3.1 IN SPECIFICATION

SECTION 01 80 00.12 10, TECHNICAL REQUIREMENTS FOR SUBGRADE

PREPARATION.

2. DEBRIS FIELD (OPTIONAL): CLEAR AND DISPOSE OF ANY DEBRIS IN THE

NOTED AREA.

3. OPTIONAL LSA AREA SUBGRADE COMPACTION. SEE PARAGRAPH 4.3.1 IN

SPECIFICATION SECTION 01 80 00.12 10, TECHNICAL REQUIREMENTS FOR

SUBGRADE PREPARATION.

4. OPTIONAL LSA AREA DEBRIS FIELD (OPTIONAL): CLEAR AND DISPOSE OF

ANY DEBRIS IN THE NOTED AREA.

KEY PLAN

DIM. NOTE

DIMENSIONS SHOWN ARE IN METERS

UNLESS OTHERWISE NOTED.

1. COORDINATES DERIVED FROM UTM-WGS 1984 DATUM, ZONE 37 NORTH.

2. CONTOURS DERIVED FROM NGA-GRID WEBSITE, TOPOGRAPHIC SURVEY TO

BE PERFORMED BY THE CONTRACTOR FOR FINAL GRADING DESIGN.

3. DRAWING IS FOR BIDDING PURPOSES ONLY. ACTUAL SITE IS TO BE GIVEN

TO CONTRACTOR UPON AWARD OF CONTRACT. FINAL SITE DESIGN WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

4. DRAINAGE OF SITE IS RESPONSIBILITY OF CONTRACTOR.

5. DEBRIS FIELD AREA IS CURRENT AS OF 15 FEB 2022. THE AREA

REFERENCED IS FOR BIDDING PURPOSES ONLY.

A1 SITE PLAN - LIFE SUPPORT AREA (LSA)

SCALE: 1:2000

NORTH

PLAN

C O

N U

N O

N S

T C

LEGEND

DEBRIS FIELD

X X

XXXXXXXXXXXXX

X X

X X X X X X X X X X

PROPOSED AGGREGATE SURFACED ROADWAY,

SEE TYPICAL SECTION SHEET CS402 DETAIL F7,

SHEET FLOW WATER ACROSS PROPOSED ROADWAY

SECURITY FENCE, 2.5 M OFF BOUNDARY

FOR DETAILS SEE SHEET SC517

FOR TYPICAL BERM DETAILS, DIMENSIONS

FOR THE ROADWAY, AND DRAINAGE

CHANNELS SEE SHEET CS402

8 M SECURITY GATE, FOR DETAILS

SEE SHEET SC518

EXTEND TO EXISTING ROADWAY

APPROX. 90 M

299.10

606.06

1% SLOPE AWAY

FROM BERMS IN THE

DIRECTION OF THE ARROW

1% SLOPE AWAY

FROM BERMS IN THE

DIRECTION OF THE ARROW

N: 2377029.8900 E: 658853.9420

N: 2377085.9820 E: 659281.5100

N: 2377697.6700 E: 659153.4510

N: 2377698.7580 E: 658835.9510

BOUNDARY

R14.43

R1 4.

R14.43

551460 14

591461

146214

146014651470

621463

661467

14721473

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CS104

N M

U N

N S

O O

N _J

. H

R G

G . H

O R

D U

M . B

N G

-0

-4

8- C

.D W

2E R

C H

R , V

C E

K D

T D

-4

R N

E N

O R

'IF

, K

G D

O M

O F

D I A

CDC

Meters

0 80 160

T D

SHEET KEYNOTES

GENERAL SHEET NOTES

1. PROPOSED ACCESS ROAD. AGGREGATE SURFACING. SEE PARAGRAPH

4.3.2 IN SPECIFICATION SECTION 01 80 00.12 10, TECHNICAL REQUIREMENTS FOR

AGGREGATE SURFACING REQUIREMENTS

2. BERM AND PAD USE SUBGRADE COMPACTION. SEE PARAGRAPH 4.3.1 IN

SPECIFICATION SECTION 01 80 00.12 10, TECHNICAL REQUIREMENTS FOR

SUBGRADE PREPARATION

KEY PLAN

DIM. NOTE

DIMENSIONS SHOWN ARE IN METERS

UNLESS OTHERWISE NOTED.

1. COORDINATES DERIVED FROM UTM-WGS 1984 DATUM, ZONE 37 NORTH.

2. CONTOURS DERIVED FROM NGA-GRID WEBSITE, TOPOGRAPHIC SURVEY TO

BE PERFORMED BY THE CONTRACTOR FOR FINAL GRADING DESIGN.

3. DRAWING IS FOR BIDDING PURPOSES ONLY. ACTUAL SITE IS TO BE GIVEN

TO CONTRACTOR UPON AWARD OF CONTRACT. FINAL SITE DESIGN WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

1 SITE PLAN - MUNITIONS STORAGE AREA (MSA)

SCALE: 1:2000

NORTH

PLAN

X X X X X X X X X X X

X X

XXXXXXXXXXXXXXXXXXX

X X

EXTEND 6.0 M PROPOSED

ROADWAY TO EXISTING ROADWAY

SECURITY FENCE, FOR

DETAILS SEE SHEET SC511

SECURITY FENCE, FOR

DETAILS SEE SHEET

SC511

SECURITY FENCE, FOR

DETAILS SEE SHEET SC511

SECURITY FENCE, FOR

DETAILS SEE SHEET SC511

8 M SECURITY GATE. FOR

DETAILS SEE SHEET SC512

20 x 20 GRAVEL PAD

T 1%

F O

R D

T 1%

F O

R D

N: 2376763.4110 E: 663053.4288

N: 2377416.3800 E: 663416.7867

N: 2377611.8560 E: 663090.9202

N: 2377532.2780 E: 662822.4666

N: 2377108.6750 E: 662538.4596

ADA BOUNDARY

1430 1429

28 142814

14371437

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CS105

R D

Y (A

D A)

O O

N _J

. H

R G

G . H

O R

D U

M . B

N G

-0

-4

8- C

.D W

2E R

C H

R , V

C E

K D

T D

-4

R N

E N

O R

'IF

, K

G D

O M

O F

D I A

CDC

Meters

0 80 160

T D

SHEET KEYNOTES

GENERAL SHEET NOTES

1. FOR PREPARED SURFACE COMPACTION REQUIREMENTS SEE

SPECIFICATION SECTION 01 80 00.12 10, TECHNICAL REQUIREMENTS.

2. PROPOSED ACCESS ROAD. AGGREGATE SURFACING: SEE SPECIFICATION

SECTION 01 80 00.12 10, TECHNICAL REQUIREMENTS.

KEY PLAN

DIM. NOTE

DIMENSIONS SHOWN ARE IN METERS

UNLESS OTHERWISE NOTED.

1. COORDINATES DERIVED FROM UTM-WGS 1984 DATUM, ZONE 37 NORTH.

2. CONTOURS DERIVED FROM NGA-GRID WEBSITE, TOPOGRAPHIC SURVEY TO

BE PERFORMED BY THE CONTRACTOR FOR FINAL GRADING DESIGN.

3. DRAWING IS FOR BIDDING PURPOSES ONLY. ACTUAL SITE IS TO BE GIVEN

TO CONTRACTOR UPON AWARD OF CONTRACT. FINAL SITE DESIGN WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

1 SITE PLAN - ADA

SCALE: 1:2000

NORTH

PLAN

MAINTENANCE

AREA 3

OPTIONAL

MAINTENANCE

AREA 1

MAINTENANCE

AREA 2

2% SLOPE

MATCH EXISTING

PAVEMENT ELEVATION

MATCH EXISTING

PAVEMENT ELEVATION

MATCH EXISTING

PAVEMENT ELEVATION

SLO

2% SLOPE

SLOPE

2% SLOPE

MAINTENANCE

BOUNDARY MAINTENANCE BOUNDARY

MAINTENANCE

BOUNDARY

MAINTENANCE BOUNDARY

EXISTING DRAINAGE

DITCH TO REMAIN.

GRADE SURROUNDING

TERRAIN TO DRAIN TO DITCH.

2% SLOPE

LAMS W/CLEAR ZONE

(NOT IN CONTRACT)

LAMS W/CLEAR ZONE

(NOT IN CONTRACT)

N: 2375122.4990 E: 657228.1358

N: 2374828.7210 E: 657226.0374

N: 2374829.6970 E: 657089.4185

N: 2375123.4750 E: 657091.5169

N: 2374350.5550 E: 657686.6385

N: 2374428.6230 E: 657622.2324

N: 2374549.6280 E: 657728.6000

N: 2374601.3480 E: 657650.5320

N: 2374469.6080 E: 657547.0920

N: 2374402.2750 E: 657459.2655

N: 2374342.7480 E: 657338.2601

N: 2374182.7080 E: 657415.3523

N: 2374261.7520 E: 657568.5606

MAINTENANCE BOUNDARY

2% SLOPE

SLO

PE2%

SLO

APPROX. LOCATION OF

EXISTING FENCE

APPROX LOCATION OF

EXISTING FIBER OPTIC

FOE 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

W W

T T

APPROX LOCATION OF

EXISTING WATER LINEAPPROX. LOCATION OF

EXISTING TELEPHONE

NETWORK

APPROX LOCATION OF

EXISTING ELECTRICAL LINE

W W

APPROX LOCATION OF

EXISTING WATER LINE

78 14

8114821483

861487

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

CS106

N M

O O

N _J

. H

R G

G . H

O R

D U

M . B

N G

-0

-4

8- C

.D W

2E R

C H

R , V

C E

K D

T D

-4

R N

E N

O R

'IF

, K

G D

O M

O F

D I A

CDC

Meters

0 100 200

T D

SHEET KEYNOTES

GENERAL SHEET NOTES

1. FOR PREPARED SURFACE COMPACTION REQUIREMENTS SEE

SPECIFICATION SECTION 01 80 00.12 10, TECHNICAL REQUIREMENTS.

KEY PLAN

DIM. NOTE

DIMENSIONS SHOWN ARE IN METERS

UNLESS OTHERWISE NOTED.

1. COORDINATES DERIVED FROM UTM-WGS 1984 DATUM, ZONE 37 NORTH.

2. CONTOURS DERIVED FROM NGA-GRID WEBSITE, TOPOGRAPHIC SURVEY TO

BE PERFORMED BY THE CONTRACTOR FOR FINAL GRADING DESIGN.

3. DRAWING IS FOR BIDDING PURPOSES ONLY. ACTUAL SITE IS TO BE GIVEN

TO CONTRACTOR UPON AWARD OF CONTRACT. FINAL SITE DESIGN WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

1 SITE PLAN - MAINTENANCE AREA

SCALE: 1:2500

NORTH

PLAN

U .S

. A R

M Y

C O

O F

210K GAL BLADDER (NIC)

210K GAL BLADDER

(NIC)

A A

SECTION A-A

PLAN VIEW

35.66

29.57

27.74

24.08

1.52 3.05 0.91 1.83

0.61

1.52

1.523.05 1.83

0.91

0.61

DIMENSION NOTE:

1. ALL DIMENSIONS IN METERS UNLESS NOTED OTHERWISE.

BLADDER PAD AND BERM NOTES:

1. PROPER BLADDER PAD AND BERM CONSTRUCTION IS MOST IMPORTANT TO PROVIDE FOR BLADDER OPERATION AND PROTECTION FROM SPILL OR A FIRE RESULTING FROM THE SPILL. BLADDER PADS ARE PREFERABLY CONSTRUCTED OF A LOAMY OR CLAY SOIL CONTAINING SOME SAND SO THAT A SMOOTH (NO STONES LARGER THAN 50 MM IN THE TOP 150 MM) AREA CAN BE GRADED AND HOLD ITS SHAPE. THE LONGEST SLOPE SHOULD BE APPROXIMATELY 1° (DEGREE) FROM HORIZONTAL. OTHER SHORTER SLOPES MAY BE GREATER. THE LOW POINT SHOULD BE WHERE THE BLADDER DRAIN

WILL END UP WHEN THE BLADDER IS UNROLLED.

2. THE BASE OF THE BLADDER PAD AREA MUST BE VIRGIN, CUT, OR WELL COMPACTED SOIL. TO AVOID DAMAGE TO THE BLADDER BOTTOM, STICKS, STONES, OR SHARP OBJECTS MUST BE REMOVED BEFORE THE BLADDER IS INSTALLED.

BERMS MAY BE CONSTRUCTED BEFORE, AFTER, OR SIMULTANEOUSLY WITH BLADDER PAD CONSTRUCTION, DEPENDING ON JOB CONDITIONS. BLADDER PAD ROUGH GRADING SHOULD BE COMPLETED BEFORE BERM CONSTRUCTION AND SHOULD BE FINISHED AFTER BERM CONSTRUCTION. THE PREFERRED MATERIALS ARE SOILS CONTAINING A FAIRLY HIGH CLAY CONTENT TO HOLD SHAPE AND SEALING. THE BERM SHOULD BE COMPACTED AS IT IS CONSTRUCTED.

3. THE BERM SHOWN IN THIS DETAIL HAS BEEN DESIGNED TO MATCH THE REQUIREMENTS OF THE TECHNICAL BULLETIN

FOR COLLAPSIBLE FABRIC FUEL TANKS (TB 10-5430-253-13).

4. TO STANDARDIZE ALL BERMS, THIS BERM HAS BEEN DESIGNED TO ACCOMMODATE THE LARGEST DIMENSIONS THE JOINT BAG SPECIFICATION (MIL-PRF-32233) ALLOWS FOR EACH SIZE BAG. THIS DESIGN ALSO MEETS THE ARMY REQUIREMENT FOR A BERM TO HOLD A MINIMUM OF 100% OF THE PRODUCT WITH ONE FOOT OF FREEBOARD. IT IS UNDERSTOOD IN MANY CASES, THE BAG WILL BE SMALLER THAN THE ONE IN THE DETAIL. BAGS WITH DIMENSIONS SMALLER THAN THE ONES IN THE DETAIL WILL NOT CAUSE A PROBLEM; IT WILL JUST LEAVE MORE ROOM FROM THE

EDGE OF THE BAG TO THE BASE OF THE BERM.

5. A BERM LINER (NIC) SHOULD BE INSTALLED AFTER THE PAD AND BERM ARE COMPLETED. A LIGHT LAYER OF SOIL

(WITHOUT ROCKS) MAY BE SPREAD TO PROTECT THE LINER AND HOLD IT IN PLACE.

LIMITS OF

CLEARING &

GRUBBING

BLADDER PAD, SEE BLADDER

PAD AND BERM NOTES

35.05 M X 35.05 M BERM

LINER, SEE NOTE 5

(NIC)

1.22 4.27

1% SLOPE

2:1 2:1

MIN. 150 MM AGGREGATE SURFACING

7.62 BERM

SLOPE AWAY FROM BERM AT 0.5-1%

SUBGRADE COMPACTION

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CS401

R G

P O

O R

O O

N _J

. H

R G

G . H

O R

D U

M . B

N G

-0

-4

8- -C

.D W

2E R

C H

R , V

C E

K D

T D

-4

R N

E N

O R

'IF

, K

G D

O M

O F

D I A

CDC

T D

CONSTRUCT BERM, LIQUID FUEL OR WATER STORAGE,

210000 GALLONS

MATERIAL TAKE OFF

ITEM # ITEM DESCRIPTION QUANTITY

REQUIRED

UNIT OF

MEASURE

1 FINE GRAIN SOIL LOCAL PROCUREMENT 915 CUBIC YARDS

Scale: NTS

210,000 GALLON FUEL BLADDER PAD AND BERM1

Scale: NTS

TYPICAL ROAD SECTION2

A-A

SC402

B-B

SC402

1.219 M DRAINAGE CHANNEL

PLAN

12.00

MUNITIONS

PAD9.75

10.11

ACCESS

DRIVE

3.05

RDWY

3.05

RDWY

0% SLOPE

1% SLOPE

2:1 SLOPE2:1 SLOPE

9.75 0.91

9.75 9.75

9.75

12.00 0.91

1.22 DRAINAGE

CHANNEL

1.22

1% SLOPE

0.61

SHLD

0.91

SEE DETAIL 3

CS402

TYPICAL SECTION

SLOPE AWAY

FROM BERM

9.759.75

0.91

1% SLOPE

2:1 SLOPE2:1 SLOPE

SLOPE AWAY

FROM BERM

1.22 0.61

3.05 3.05 0.61 1.22

1% SLOPE1% SLOPE

2:12:11%1%2:12:1

1.22 0.61

3.05 3.05 0.61 1.22

2% SLOPE

2:12:12%2%2:12:1

2% SLOPE

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CS402

R G

M L

U T

O O

N _J

. H

R G

G . H

O R

D U

M . B

N G

-0

-4

8- -C

.D W

2E R

C H

R , V

C E

K D

T D

-4

R N

E N

O R

'IF

, K

G D

O M

O F

D I A

CDC

T D

MSA PAD AND BERM NOTES:

1. PROPER MSA PAD AND BERM CONSTRUCTION IS MOST IMPORTANT TO PROVIDE FOR

PROTECTION FROM FLYING DEBRIS RESULTING FROM AN EXPLOSION. MSA PADS ARE

PREFERABLY CONSTRUCTED OF A LOAMY OR CLAY SOIL CONTAINING SOME SAND SO THAT A

SMOOTH AREA CAN BE GRADED AND HOLD ITS SHAPE. THE LONGEST SLOPE SHOULD BE

APPROXIMATELY 1° (DEGREE) FROM HORIZONTAL. OTHER SHORTER SLOPES MAY BE GREATER.

2. THE BASE OF THE MSA PAD AREA MUST BE VIRGIN, CUT, OR WELL COMPACTED SOIL.

BERMS MAY BE CONSTRUCTED BEFORE, AFTER, OR SIMULTANEOUSLY WITH MSA PAD

CONSTRUCTION, DEPENDING ON JOB CONDITIONS. MSA PAD ROUGH GRADING SHOULD BE

COMPLETED BEFORE BERM CONSTRUCTION AND SHOULD BE FINISHED AFTER BERM

CONSTRUCTION. THE PREFERRED MATERIALS ARE SOILS CONTAINING A FAIRLY HIGH CLAY

CONTENT TO HOLD SHAPE AND SEALING. THE BERM SHOULD BE COMPACTED AS IT IS

CONSTRUCTED.

1 MSA PAD AND BERM DETAIL

SCALE: N.T.S.

SECTION A-A

SECTION B-B

Scale: N.T.S.

ADA AND LSA ACCESS ROADS2

Scale: N.T.S.

MSA ACCESS ROAD TYPICAL SECTION3

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

SG001

O O

N _J

. H

R G

N D

D .R

-0 3-

-4

8# -S

dw g

2E R

N N

2E R

C H

R , V

C E

K D

T D

CDC

T D

TRANSATLANTIC MIDDLE EAST DISTRICT

TA'IF, KINGDOM OF SAUDI ARABIA

AFCENT

WESTERN BASE NETWORK SITE PREP

SA-499848

STANDARD NOTES AND DETAILS

ALL DETAILS IN THIS SECTION MAY NOT APPLY

'IF

, K

G D

O M

O F

D I A

N B

W O

R K

C O

S H

D D

SECURE SIDE

0 200010004001000

SCALE: 1 : 20

SCALE: 1 : 5

0 50025050100250

NOTE:

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 150 METERS.

SCALE: 1:5

TRUSS ROD AND BAND

SCALE: 1:5

BRACE RAIL CLAMP DETAIL

SCALE: 1:5

END OR GATE POST DETAIL

SCALE: 1:5

TENSION BAND DETAIL

SCALE: 1:5

BRACE RAIL ATTACHMENT

SCALE: 1:5

LINE POST ATTACHMENT

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

CORNER, END & PULL POSTS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

75 mm O.D.

100 mm O.D.

40 mm O.D.

40 mm SQ.

40 mm x 40 mm 40 mm x 30 mm

BOTTOM & BRACE RAILS

FABRIC WIDTH 2440 mm AND OVER

SCALE: 1:5

BOTTOM RAIL DETAILS

NOTES:

1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED

ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK

FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

2. ONLY 9-GAGE GALVANIZED STEEL TIE WIRES SHALL BE USED FOR

FASTENING THE FENCE FABRIC TO FENCE POSTS AND RAILS. 16-GAGE,

STAINLESS STEEL TIE WIRES SHALL BE USED FOR FASTENING FENCE

FABRIC TO TENSION WIRES. HOG RINGS SHALL NOT BE ALLOWED

ON SENSORED FENCES.

3. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING

9.5 mm CARRIAGE BOLTS AS SHOWN. ADDITIONAL HOLES SHALL BE

DRILLED THROUGH THE BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE

BOLTS PASS THROUGH THE BOTTOM RAIL AS SHOWN.

GROUNDING DETAIL

SCALE: N.T.S.SCALE: N.T.S.

BRACE PANEL DETAIL

3000 MAXIMUM

150 10

25 MAX 250 MIN DIA.400 MIN DIA.

25mm MAX

TO BOTTOM

OF FABRIC

0m m m m

3000mm MAX

SCALE = 1:20D1

1800 MM CHAIN-LINK SECURITY FENCE DETAIL

m m

G H

C1 C3

D6 D8

A7A5

3000 MAXIMUM

LINE POST TO BE EQUALLY SPACED

3000mm MAX

TRUSS ROD

(10 mm MIN DIA)

BRACE RAIL

TOP TENSION WIRE

LINE POST

TIE WIRES

(TYP)

TIE WIRES (TYP)

(300mm O.C. MAX)

LINE POST

BOTTOM OF

FABRIC

CHAIN-LINK FABRIC

(9 GAGE 50mm MESH

BOTTOM

RAIL GRADE

CORNER, END

OR PULL POST

CONCRETE BASE

TRUSS ROD

(10 mm MIN DIA)

CONCRETE BASE

TRUSS ROD

(10 mm MIN DIA)

TENSION BAND

FABRIC

TENSION BAND

(380 O.C. MAX AND WITHIN 100

FROM BOTTOM OF FABRIC

TENSION BAR TO

ENGAGE EACH FABRIC LINK

TENSION BAR

CARRIAGE BOLT

10mm CARRIAGE

BOLT W/PEENED

THREADS

9-GAGE STEEL TIE WIRES

(300mm O.C. MAX)

BOTTOM RAIL

DOUBLE RAIL END

LINE POST

FENCE POST #8 AWG SOLID

COPPER WIRE

MOLDED EXOTHERMIC WELD

OR APPROVED CLAMP-TYPE

FITTING OF COPPER

20mm DIA

COPPER-CLAD

STEEL GROUND

ROD

TENSION WIRE

9-GAGE TIE WIRES

(305 O.C. MAX)

TIE WIRE

(380 O.C. MAX AND

WITHIN 100 FROM

BOTTOM OF FABRIC)

BRACE RAILS

TRUSS ROD TRUSS ROD

PULL POST

BRACE RAILS

BOTTOM RAIL

LINE POSTLINE POST

TOP TENSION WIRE

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

SC511

D D

C U

N C

O O

N _J

. H

R G

G . H

O R

D U

M . B

N G

-0

-4

8# -S

W G

2E R

C H

R , V

C E

K D

T D

-4

R N

E N

O R

'IF

, K

G D

O M

O F

D I A

CDC

T D

GATE OPENING

ELEVATION

PLAN

m m

C E

NOTES:

SWING GATE DETAILS

(TO HOLD GATE OPEN)

GATE KEEPER LATCH ASSEMBLY DROP ROD ASSEMBLY

LOCKABLE

m m mm

150 mm DIA

PC CONC

25 mm

150 mm DIA m m m m m m

OFFSET HINGE STANDARD HINGE

PLAN

GATE POST SECTION

AT CURB AND GUTTER

JOINT

m m

TOP TENSION WIRE OR

RAIL AS SPECIFIED (TYP)

LINE POST

TRUSS ROD (TYP)

BRACE RAIL (TYP)

GRADE LINE

BOTTOM TENSION WIRE

OR RAIL AS SPECIFIED

(TYP)

HINGES (TYP)

BRACE RAIL (TYP)

CHAIN-LINK

FABRIC

DROP

ROD

LOCKABLE

LATCH

ASSEMBLY

GATE

FRAME

LINE POST

75 mm MIN

GATE

POST

SAWCUT GUTTER

SAWCUT CURB

FULL DEPTH

EXISTING CURB

AND GUTTER

15 mm

EXPANSION

JOINT

GATE

NEW CURB

AND GUTTER

15mm EXPANSION

WASHER

NEW GATE

STANDARD

HINGE

EXISTING

CURB

NEW GATE

POST FOOTING

25 mm ID

STEEL PIPE

ADJACENT SURFACE

(INDUSTRY STANDARD)

15 mm DIA DROP ROD

SAND/GRAVEL

LATCH (LOCKING

MECHANISM NOT

SHOW)

10 mm DIA

TRUSS RODS

(TYP)

860 mm MIN FOR POSTS 100 mm OD AND LESS

400 mm DIA. MIN. FOR GATE POSTS 102 mm O. D. & LESS

50 mm MIN, 130 mm MAX

(FOR NON-SENSORED

FENCES)

NO SCALENO SCALE

1. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH

ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

2. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900

50 mm NOMINAL (ROUND) OR 50 mm NOMINAL (SQUARE). GATE FRAMES SHALL

BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.

AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF

TRUSS RODS TO BRACE ALL-WELDED GATE FRAMES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED.

3. ECP GATES OPEN OUTWARD AS SHOWN ON PLANS; COORDINATE OTHER GATE

OPENINGS WITH COR.

GATE POST SCHEDULE

1830 mm OR LESS 75 mm OD 65 mm SQ

100 mm OD

GATE LEAF WIDTH

(NOMINAL)

OUTSIDE DIMENSION

(NOMINAL)

GREATER THAN 1830 mm TO 3660 mm

SCALE = N.T.S.D1

DOUBLE SWING VEHICULAR GATE

SC-512

DROP ROD FOUNDATION

SCALE = N.T.S.

GATE OPENING

LEAF

LOCATION

4200MMALL OTHER FENCE GATE

2700MM

GATE LEAF WIDTH

AT GENERATOR

SUNSHADE FENCE GATE

TOP TENSION WIRE

OR RAIL AS SPECIFIED

LATCH

BRACE RAIL

HINGE

GATE

POST

HINGE

GRADE LINE

TRUSS

ROD BOTTOM TENSION

WIRE OR RAIL AS

SPECIFIED

TRUSS

ROD

SCALE = N.T.S.E8

PERSONNEL GATE

DIRECTION GATE SWING (TYP.)

m m

SC512

FABRIC FENCE

CHAIN LINK

FABRIC

GATE FRAME

FENCE FABRIC (TYP)

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

SC512

D D

C U

N C

E G

F E5

O O

N _J

. H

R G

G . H

O R

D U

M . B

N G

-0

-4

8# -S

W G

2E R

C H

R , V

C E

K D

T D

-4

R N

E N

O R

'IF

, K

G D

O M

O F

D I A

CDC

T D

SECURE SIDE

0 200010004001000

SCALE: 1 : 20

SCALE: 1 : 5

0 50025050100250

NOTE:

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 150 METERS.

SCALE: 1:5

TRUSS ROD AND BAND

SCALE: 1:5

BRACE RAIL CLAMP DETAIL

SCALE: 1:5

END OR GATE POST DETAIL

SCALE: 1:5

TENSION BAND DETAIL

SCALE: 1:5

BRACE RAIL ATTACHMENT

SCALE: 1:5

BARBED - TAPE MOUNTING DETAIL

SCALE: 1:5

LINE POST ATTACHMENT

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

CORNER, END & PULL POSTS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

75 mm O.D.

100…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 21, 2022.