RFP_Drawings_18R0015.pdf
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SHEET ID
2/ 6/
0:
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A M
MIDDLE EAST DISTRICT
PIER SIDE MINI MART
W912ER18R0015
P2-405346
NSA, BAHRAIN
G-000
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1:
INDEX OF DRAWINGS
GENERAL
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
GENERAL
G-000 BA1401-GI000GN COVER SHEET
G-011 BA1401-GI011GN INDEX OF DRAWINGS
G-021 BA1401-GI021GN STANDARD LEGENDS AND SYMBOLOGY
G-031 BA1401-GI031GN STANDARD ABBREVIATIONS
SITE DESIGN
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
CIVIL
C-001 BA1401--CI001LS PROJECT LOCATION AND VICINITY PLAN
C-002 BA1401--CI002LS OVERALL SITE PLAN
C-003 BA1401--CI003LS HAUL ROUTE AND CONTRACTOR LAYDOWN PLAN
C-004 BA1401--CD004PN MINI-MART DEMOLITION PLAN
C-101 BA1401--CI101PN MINI-MART SITE PLAN
C-102 BA1401--CI102PN MINI-MART PAVER PLAN
C-201 BA1401--CG201PN MINI-MART GRADING PLAN
C-202 BA1401--CG203EL MINI-MART ROAD PROFILES
C-301 BA1401--CL301PN MINI-MART LANDSCAPE PLAN BASE BID
C-401 BA1401--CU401PN MINI-MART UTILITY PLAN
C-402 BA1401--CU402EL UTILITY PROFILES
C-501 BA1401--CI501DT SIDEWALK AND PAVEMENT DETAILS
C-502 BA1401--CI502DT SIDEWALK AND PAVEMENT DETAILS
C-503 BA1401--CI503DT SITE DETAILS
C-504 BA1401--CL504DT LANDSCAPE DETAILS BASE BID
C-505 BA1401--CU505DT WATER DISTRIBUTION DETAILS
C-506 BA1401--CU506DT SANITARY SEWER DETAILS
C-601 BA1401--CL601DT MINI-MART LANDSCAPE PLAN OPTION
C-602 BA1401--CL602DT LANDSCAPE DETAILS OPTION
C-603 BA1401--CL603DT LANDSCAPE DETAILS - OPTION
C-604 BA1401--CL604DT LANDSCAPE DETAILS - OPTION
SITE ELECTRICAL
XE-101 BA1401--XE101PN MINI-MART ELECTRICAL SITE PLAN
XE-501 BA1401--XE501DT ELECTRICAL DUCTBANK DETAILS
SITE TELECOMMUNICATIONS
XT-101 BA1401--XT101PN COMMUNICATIONS PARTIAL SITE PLAN (CAB)
XT-102 BA1401--XT102PN COMMUNICATIONS PARTIAL SITE PLAN
XT-103 BA1401--XT103PN COMMUNICATIONS PARTIAL SITE PLAN
XT-104 BA1401--XT104PN COMMUNICATIONS PARTIAL SITE PLAN (MINI-MART)
XT-501 BA1401--XT501DT COMM. SITE DETAILS
XT-502 BA1401--XT502DT COMM. SITE DETAILS
XT-601 BA1401--XT601DI FIBER OSP WIRING DIAGRAM
XT-602 BA1401--XT602DI COPPER OSP WIRING DIAGRAM
BA1401A - MINI-MART
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
ARCHITECTURAL
A-100 BA1401A-A100PN LIFE SAFETY PLAN
A-101 BA1401A-A101PN FLOOR PLAN
A-102 BA1401A-A102PN REFLECTED CEILING PLAN
A-103 BA1401A-A103PN ROOF PLAN
A-104 BA1401A-A104PN FINISH PLAN
A-105 BA1401A-A105DI AIR/VAPOR BARRIER INFORMATION
A-201 BA1401A-A201EL BUILDING ELEVATIONS
A-202 BA1401A-A202EL BUILDING ELEVATIONS
A-301 BA1401A-A301SE BUILDING SECTIONS
A-302 BA1401A-A302SE WALL SECTIONS
A-303 BA1401A-A303SE WALL SECTIONS CONTD.
A-401 BA1401A-A401DT ENLARGED PLAN & INTERIOR ELEVATIONS
A-402 BA1401A-A402DT ENLARGED PLAN & INTERIOR ELEVATIONS CONTD.
A-403 BA1401A-A403DT ENLARGED PLAN & INTERIOR ELEVATIONS CONTD.
A-501 BA1401A-A501DT WALL TYPES & MOUNTING HEIGHTS
A-502 BA1401A-A502DT WALL DETAILS
A-503 BA1401A-A503DT ROOF DETAILS
A-504 BA1401A-A504DT DOOR & WINDOW DETAILS
A-505 BA1401A-A505DT EIFS DETAILS
A-506 BA1401A-A506DT CASEWORK DETAILS
A-507 BA1401A-A507DT CASEWORK DETAILS CONTD.
A-508 BA1401A-A508DT MISCELLANEOUS DETAILS
A-601 BA1401A-A601SC DOOR & WINDOW TYPES & SCHEDULES
A-602 BA1401A-A602SC FINISH SCHEDULE AND INFORMATION
INTERIORS
I-101 BA1401A-I101PN EQUIPMENT PLAN
FIRE PROTECTION
F-001 BA1401A-F001GN FIRE ALARM SYMBOLS, GENERAL NOTES AND DETAILS
F-101 BA1401A-F101PN FIRE ALARM COVERAGE PLAN
F-102 BA1401A-F102PN FIRE ALARM PLAN
F-103 BA1401A-F103PN FIRE PROTECTION PLAN
F-501 BA1401A-F501DT FIRE PROTECTION DETAILS
F-502 BA1401A-F502DT FIRE PROTECTION DETAILS
PLUMBING
P-001 BA1401A-P001GN PLUMBING NOTES, SYMBOLS AND ABBREVIATIONS
P-101 BA1401A-P101PN PLUMBING PLAN
P-401 BA1401A-P401LS ENLARGED PLUMBING PLAN
P-501 BA1401A-P501DT PLUMBING DETAILS
P-901 BA1401A-P901IS PLUMBING RISER DIAGRAMS
MECHANICAL
M-001 BA1401A-M001GN GENERAL NOTES, ABBREVIATIONS AND SYMBOLS
M-002 BA1401A-M002GN SEQUENCE OF OPERATIONS
M-101 BA1401A-MH101PN HVAC PLAN
M-102 BA1401A-M102PN ROOF HVAC PLAN
M-501 BA1401A-M501DT MECHANICAL DETAILS
M-502 BA1401A-M502DT MECHANICAL DETAILS
M-503 BA1401A-M503DT MECHANICAL DETAILS
M-504 BA1401A-M504DT MECHANICAL DETAILS
M-601 BA1401A-M601SC MECHANICAL SCHEDULES
ELECTRICAL
E-001 BA1401A-E001GN ELECTRICAL LEGEND, ABBREVIATION AND GENERAL NOTES
E-101 BA1401A-E101PN LIGHTING PLAN
E-102 BA1401A-E102PN POWER PLAN
E-103 BA1401A-E103PN ROOF PLAN
E-104 BA1401A-E104PN ELECTRONIC SECURITY SYSTEM (ESS)
E-501 BA1401A-E501DT ELECTRICAL DETAILS
E-502 BA1401A-E502DT LIGHTING DETAILS
E-503 BA1401A-E503DT LIGHTING DETAILS
E-504 BA1401A-E504DT LIGHTING DETAILS
E-601 BA1401A-E601DI ELECTRONIC SECURITY SYSTEM ( ESS) RISER DIAGRAM
E-602 BA1401A-E602DI ONE LINE DIAGRAM
E-603 BA1401A-E603SC PANEL SCHEDULES
E-604 BA1401A-E604SC PANEL SCHEDULES
TELECOMMUNICATIONS
T-001 BA1401A-TC001GN TELECOMMUNICATIONS STANDARD LEGEND
T-101 BA1401A-TC101PN TELECOMMUNICATIONS FLOOR PLAN
T-102 BA1401A-TC102PN TELECOMMUNICATIONS ROOF PLAN
T-103 BA1401A-TC103PN ENLARGED FLOOR PLAN / ELEVATION
T-501 BA1401A-TC501DT TELECOMMUNICATIONS DETAILS
T-502 BA1401A-TC502DT TELECOMMUNICATIONS DETAILS
T-503 BA1401A-TC503DT TELECOMMUNICATION DETAILS
T-504 BA1401A-TC504DT TELECOMMUNICATIONS DETAILS
BA1401A - MINI-MART
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-001 BA1401A-S001GN GENERAL
S-101 BA1401A-S101PN FOUNDATION/GROUND FLOOR SLAB PLAN
S-102 BA1401A-S102PN ROOF FRAMING PLAN
S-501 BA1401A-S501DT DETAILS
S-502 BA1401A-S502DT DETAILS
S-503 BA1401A-S503DT CONCRETE AND MASONRY
S-504 BA1401A-S504DT SLAB ON GRADE
S-505 BA1401A-S505DT CONCRETE WALLS
S-506 BA1401A-S506DT CONCRETE COLUMNS
S-507 BA1401A-S507DT CONCRETE BEAMS
S-508 BA1401A-S508DT CONC SLABS
S-509 BA1401A-S509DT STRUCTURAL SITEWORK AND STEEL NOTES
M
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DRAWING AREA
TITLE TEXT SIZE
ISSUE BLOCK ONLY
SHEET ID BLOCK
6MM FOR SUBTITLES AND TITLES
3MM FOR DIMENSIONS, NOTES, CALLOUTS,
TABLE/SCHEDULE TEXT AND GENERAL TEXT
NOTE TEXT SIZE
A
AMENDMENT NUMBER
COP LETTER
MMDDYY
MMDDYY
MMDDYY
MMDDYY
2.5MM FOR REVISION TEXT
2.5MM FOR ISSUE TEXT
XX%
10%
DESIGN SUBMITTAL
BORDER SUBMITTAL
SHEET ID
X-101
SHEET OF
3MM SHEET ID TEXT
3MM FACILITY DESIGNATOR TEXT
5MM SHEET NUMBER TEXT
3MM VARAIBLE TEXT
1.5MM CONSTANT TEXT
SYMBOLS
GENERAL REFERENCE
CL
TEXT ATTRIBUTES
Ø
PL
X
X-XXX
X
X-XXX
X
X-XXX
X
X-XXX
PLAN NORTH
XXX
W1
1t
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
KEY PLAN HATCHING
KEY PLAN ID
RGH FL ELEV
FIN FL ELEV
FIN FL ELEV
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 NOTE ID
MATCHLINE IDMATCH LINE
SEE XX/X-XXX
View Scale View Name
X
X View Name View ScaleX-XXX
X View Name View ScaleX-XXX
DRAWING TITLE FOR PLANS,
DIAGRAMS, SCHEDULES,
3D REPRESENTATIONS,
OR STANDARD DETAILS
STANDARD DETAILS DO NOT
SPECIFICALLY REFERENCE A SHEET
STANDARD DETAILS ARE LOCATED
IN THE STANDARD NOTES AND DETAILS FOLDER
SECTION/ELEVATION LETTER,
OR DETAIL NUMBER
SHEET NUMBER OF SHEET WHERE
ILLUSTRATION IS REFERENCED
SHEET NUMBER OF SHEET WHERE
ILLUSTRATION IS REFERENCED
ON MULTIPLE SHEETS
DRAWING TITLES
PLANS, DIAGRAMS,
SCHEDULES,
STANDARD DETAILS,
3D REPRESENTATIONS
SECTIONS, ELEVATIONS,
ENLARGED PLANS,
SPECIFIC DETAILS
SECTIONS, ELEVATIONS,
ENLARGED PLANS,
SPECIFIC DETAILS
CROSS REFERENCING SYMBOLS
SECTION MARKER
DETAIL CALLOUT
INTERIOR
ELEVATION MARKER
EXTERIOR
ELEVATION MARKER
SECTION LETTER
SHEET NUMBER OF SHEET WHERE
SECTION IS REFERENCED
DETAIL NUMBER
INTERIOR ELEVATION LETTER
SHEET NUMBER OF SHEET WHERE
SECTION IS REFERENCED
SHEET NUMBER OF SHEET WHERE
SECTION IS REFERENCED
SHEET NUMBER OF SHEET WHERE
SECTION IS REFERENCED
ELEVATION LETTER
X-X
X-XXX
X-XXX
X
X-XXX
X
XX
X
X-XXX
X
TYPICAL
TAM DRAWING SCALES
ROOF PLANS
LIFE SAFETY FLOOR PLANS
REFLECTED CEILING PLANS
TYPICAL FLOOR PLANS
ENLARGED FLOOR PLANS
EXTERIOR ELEVATIONS
INTERIOR ELEVATIONS
BUILDING SECTIONS
WALL SECTIONS
CROSS SECTIONS
DETAILS
STAIR DETAILS
CIVIL PROFILES
HORIZONTAL
VERTICAL
1:200
20m4m 16m12m8m0m
1:100
10m2m 8m6m4m0m
1:50
5m1m 4m3m2m0m
1:100
10m2m 8m6m4m0m
1:50
5m1m 4m3m2m0m
1:100
10m2m 8m6m4m0m
1:50
5m1m 4m3m2m0m
1:10
1m0.2m 0.8m0.6m0.4m0m
1:5
0.5m0.1m 0.4m0.3m0.2m0m
1:10
1m0.2m 0.8m0.6m0.4m0m
1:20
2m0.4m 1.6m1.2m0.8m0m
1:100
10m2m 8m6m4m0m
1:50
5m1m 4m3m2m0m
A
X-XXX
X-XXX
X-XXX
X-XXX
X-XXX
SHEET ID
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US Army Corps of Engineers ®
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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
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 BALLANCE 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 ACQUISTION 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
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
FS FLOOR SINK
FSS FLOW SWITCH
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
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 POLYETHELENE
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
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 MASONARY OPENING
MON MONITOR, MONUMENT
ms MILLISECOND
MS MOP SINK
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
OA OUTDOOR AIR
OC ON CENTER
OD OUTSIDE DIAMETER
OFF OFFICE
OGL OBSCURE GLASS
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
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
SCHED SCHEDULE
SCP SCUPPER
SD STORM DRAIN
SECT SECTION
SFM SANITARY FORCE MAIN
SG SUPPLY AIR GRILLE
SH SHOWER
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
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
TS TEMPERATURE SWITCH
TR TELECOMMUNICATION ROOM
TRANS TRANSOM, TRANSPARENT
TS & V TAPPING SLEEVE AND VALVE
TV TELEVISON
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
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
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
O
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U S
AR
M
Y
CO
RP
S
O F
EN
G
IN
EE
RS
C
KD
B
Y:
US Army Corps of Engineers ®
X
A
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
US
A rm y
Co rp s of
E ng in ee rs M id dl e Ea st D is tri ct M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
B
C
D
2 3 4 5 2/
6/
0:
:5
A M
2/ 6/
:4
0:
A M
PI
ER
S
ID
E M
IN
I M
AR
T
Enter District
EM
S
G W
D
R O
BE
R
T L.
F O
X, P
.E
BA
-G
I0
G N
G-031
M
ID
D
LE
E
AS
T D
IS
TR
IC
T
EM
S
ST
AN
D
AR
D A
BB
RE
VI
AT
IO
N
S
P2 -4
NS
A, B
AH
R
AI
N
G
EN
ER
AL
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
-0
-3
C-001
E M
S
S L P
A J F
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
S
IT
E D
E S
IG
N
A N
D V
IC
IN
IT
Y P
L A
N
P R
O J E
C T L
O C
A T
IO
N
B A
C I0
L S
N S
A
B A
H R
IN
P
-4
P
IE
R S
ID
E M
IN
I-
M A
T
C h ie f, S it e B ld g D e s ig n S e c
J E
F F
R E
Y P
R A
N E
Y
N
Nasan Umn
Airport Bahrain Intn'l
MUHARRAQ
AL
Jufayr
AL
MANAMAH
AL
LOCATION
PROJECT
TOWN
ISA
Az Zallaq
K haw r al Q ulayah
SANA
ADEN
Taizz
Asmara
Port Sudan
Khamis Mushayt
Jedda
Makkah
KHARTOUM
CAIRO
AMMAN
BEIRUT
DAMASCUS
KUWAIT
RIYADH
DUBAIDOHA
MUSCAT
Port Said
Suez
Tabuk
Turaif
Tayma
Wedjh
Gassim
Yanbu Medina
Al Qaysumah
Military City
King Khalid
Dammam
Dhahran
Abu Dhabi
BAGHDAD
Zone
Neutral
YEMEN
LEBANON SYRIA
JORDAN
IRAQ
KUWAIT
EGYPT
IRAN
BAHRAIN
QATAR
SUDAN
ETHIOPIA
EMIRATES
UNITED ARAB
GULF OF ADEN
RED SEA
Taif
Al Kharj
S A U D I A R A B I A
OMAN
LOCATION
PROJECT
BAHRAIN
GULF OF
SCALE = NOT TO SCALE
PROJECT LOCATION PLAN
SCALE = NOT TO SCALE
VICINITY MAP
x
X
X X
X
X
X
X
X
X
X
X
X
X
X
XX
X X
X X
X
X X
X X
X X
XX
XX
XX
XX
XX
XX
XX
XX
XX
X X
X X
XX XX XX XX
X X
X X X
X
XX
X X
X
X
X
X
XX
X
X
X
X
X X
XX
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
X X
X X
X X
X
X
X
X
X
X
X
X
X
XXXXXX
X
X X
X X
X X
X X
X X X X
X
X
X
XX
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 X
XXXXXXX
X
X
X
X
X X X
X
SB
X
X
X
X X
X X
XX
X
X
X
X
X
X X
XX
X X
X
X
XXXX X
X X
X
X X
X
X XXXXXXXXXXXXX
X
XX
X
X
XX
X X
X
X
X
X
K
H
S ig n
X X
X
X X
X X
X
X
XXX
X
X
X X
XX X
X
X
X
X X
XX X
X X
XX
XXXX
X X
X X
X X
XXXX
X X
X X
X X
XX
XXTE
T E
T E
T E
TETE
TE
TE
TE
TE
T E
T E J
TEJ TEJ
TEJ
TEJ
T E J
T E J
T E
X XXXX
X
X
X
X
X
X
X
XX
X
X
X
X
X X
X X XX X
X X
X
X
X X
XX
X X
X
KERB
X XX
X X
XX X
SHEET ID
-0
-1
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
E D
E S
IG
BM-101
BM-102
BM-103
461816.289 2898874.749 3.450
462040.134 2898894.872 3.308
461949.997 2898639.322 3.821
BM EASTING NORTHING ELEVATION
RM0619
RM0620
RM0621
RM0622
RM0623
RM0624
461517.074 2898679.01 3.133
461947.155 2899091.117 3.289
461401.057 2898776.989 2.808
461391.690 2898849.138 2.577
461008.331 2898857.217 2.290
460911.374 2898832.876 2.295
HARBOR
N
BM-103
BM-102
BM-101
RM0620
RM0619
RM0621
RM0622
RM0623
CHAINLINK FENCE
SECURITY FENCE
GREY WATER
LIGHT POLE
BENCHMARK
100 FM
100 GW
100 SS
100 SW
7.00
XX
100 SW
100 BW
100 SS
CWR
CWS
100 FM
CM
E
100 SW
FW
BW
100 SS
SD
100 FM
TV
CM
E
IDS
MINI-MART
PIER SIDE
N S
A
B A
H R
-4
P
IE
R S
ID
E M
IN
I-
M A
SMH
SD
S
PMH
K
GOP
ADA
STORM MANHOLE
SIGHT DISTANCE OR STORM DRAIN
SLOPE
POWER MANHOLE
ALGEBRAIC GRADE DIFFERENCE
BAHRAIN PORT AUTHORITY
AMERICANS WITH DISABILITIES ACT
ABBREVIATIONS
EXISTING CONSTRUCTION
UNDER
NEW
LEGEND
DEMOLITION
BUILDING
AGGREGATE SURFACE
ROAD PAVERS
ASPHALT PAVEMENT
CONCRETE PAVEMENT
SIDEWALK PAVERS
GUARDRAIL
PERIMETER WALL
CONTOUR
SWEET WATER LINE
FIRE WATER
BRACKISH WATER
SANITARY SEWER
CHILLED WATER RETURN
CHILLED WATER SUPPLY
STORM DRAIN
FORCE MAIN
TELEVISION
COMMUNICATIONS
ELECTRIC
SYSTEM
INTRUSION DETECTION
ROAD GULLEY
MANHOLE
CLEANOUT
HOSE HOUSE
FIRE HYDRANT AND
GATE VALVE
SPOT ELEVATION
LIFT STATION
POST INDICATOR VALVE
VALVE
AIR RELEASE/VACUUM
PALM TREE
SHRUB
SIDEWALK BRIDGE
SIGN
STONEPITCH
LS
X
99.00
C.O.
XX
7.00
X 100.00
LS
A
100.00 X
A
X
7.00
G
LS
NATIONAL LEVEL DATUM 1976.
2. ELEVATION DATUM IS THE BAHRAIN
SPHEROID AIN EL ABD 1970 DATUM.
1. HORIZONTAL DATUM IS THE INTERNATION
BENCHMARK NOTES:
100 0 100 200
1:3000
RM0624
SCALE = 1:3000
OVERALL SITE PLAN IN RELATION TO EXISTING BENCHMARK LOCATIONS
E X
IS
T
IN
G B
E N
C H
M A
R K L
O C
A T
IO
N S
C-002
S L P
S L P
J P
R
O V
E R
A L L S
IT
E P
L A
N I
N R
E L
A T
IO
N T
O
B A
C I0
L S
C h ie f, S it e B ld g D e s ig n S e c
J E
F F
R E
Y P
R A
N E
Y
CO
3.06
3.02
500 STM
X X
X X
S M
H
C L :3 .2
IL
:1 .6
F H
F H
150 SW
W
100 SW
150 SW
150 SW
150 SW
TRANSFORMER
BUILDING
IW
100 IW
BUILDING
WATERFRONT
ADMINISTRATION
T R
A N
S F
O R
M E
R
B U
IL
D
G
CMH6
E C
E C
C
C
C H
W R
C EE
PMH6
E
C H
W R
C H
W S
EX. INV. OUT=1.56
EX. INV. IN=1.59
TOP=2.90
MH 17
QUARTERS
TRANSIENT
X XX
X X
XX X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX XX XX XX
XX
X X
X
X
XXXX X
X X
X
X X
X
X XXXXXXXXXXXXX
X
XX
X
X
XX
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 X X X X X X
XXXXXXX
X X
X
X X
X
X X
X X
X
X
XXX
X
X
X X
X X
XX X
X X
XX
XXXX
X X
X X
X X
XXXX
X X
X X
X X
XX
XX
X XX
X
X
XX
X
X
X X
X X
XX
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X X
X X XX X
X X
X
X
X X
XX
X X
X
X X
XX
SHEET ID
-0
-0
C-003
E M
S
S L P
A J F
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
E D
E S
IG
N
D E
M O
L
IT
IO
N P
L A
N
M
IN
I-
M A
C D
P
N
GRAPHIC SCALE
DIM. NOTE & NORTH
KEY PLAN
GENERAL SHEET NOTES
DIMENSIONS SHOWN ARE IN METERS.
UNLESS OTHERWISE NOTED, LINEAR
NN
N S
A
B A
H R
A
IN
P
IE
R S
ID
E M
IN
I-
M A
-4
ADMINISTRATION BUILDING HAS BEEN COMPLETED.
THE NEW DUMPSTER ENCLOSURE FOR THE WATERFRONT
ADMINISTRATION BUILDING UNTIL THE CONSTRUCTION OF
ACCESSIBLE LOCATION ADJACENT TO THE WATERFRONT
DEMOLISHED SHALL BE TEMPORARILY LOCATED AT AN
5. THE DUMPSTER FROM THE DUMPSTER ENCLOSURE TO BE
CONSTRUCTION.
LAYDOWN AREA AND USED FOR ON SITE SIDEWALK
NOT REPLACED SHALL BE STOCKPILED IN THE CONTRACTOR'S
4. SIDEWALK CONCRETE PAVER BLOCKS TO BE REMOVED AND
REQUIRED.
REMAIN TO PROVIDE NEAT REMOVAL AND REPLACEMENT AS
CONTRACTOR SHALL SAW CUT ADJACENT TO THE AREAS TO
3. FOR ASPHALT PAVEMENT AND CONCRETE CURB REMOVAL THE
ASPHALT UNLESS OTHERWISE NOTED.
REQUIRED FOR NEW CONSTRUCTION WILL BE REPLACED WITH
DEMOLISHED PAVEMENT BEYOND THE MINIMUM LIMITS
ACCOMPLISH CONSTRUCTION OF NEW FACILITY AND UTILITIES.
POSSIBLE AND DEMOLISH ONLY THAT REQUIRED TO
PAVEMENT AND SIDEWALKS TO THE MAXIMUM EXTENT
THAT WILL BE REQUIRED. CONTRACTOR SHALL SAVE EXISTING
2. DEMOLITION OF PAVEMENT SHOWN MAY NOT INCLUDE ALL
RESIDENT ENGINEER TO DISCONNECT UTILITIES.
CONSTRUCTION. COORDINATE WITH PUBLIC UTILITIES AND
ABANDONED OR DEMOLISHED, AS REQUIRED FOR NEW
MODIFIED OR REUSED SHALL BE DISCONNECTED, CAPPED AND
1. EXISTING UTILITIES, EXCEPT STORM SEWER, THAT ARE NOT
05 5
1:200
10 15
SHEET KEYNOTES
AS REQUIRED FOR NEW WORK.
DEMOLISH ASPHALT PAVEMENT
AS REQUIRED FOR NEW WORK
REMOVE AGGREGATE SURFACE
SIDEWALK AND CURB AFTER UTILITY INSTALLATION.
FOR NEW WORK. REPLACE CONCRETE PAVER
REMOVE CONCRETE PAVER SIDEWALK AND CURB
CURB AFTER UTILITY INSTALLATION.
NEW WORK. REPLACE CONCRETE PAVER SIDEWALK AND
REMOVE CONCRETE PAVER SIDEWALK AND CURB FOR
DUMPSTER TO TEMPORARY LOCATION SEE NOTE #5
DEMOLISH DUMPSTER ENCLOSURE AND RELOCATE
C h ie f, S it e B ld g D e s ig n S e c
J E
F F
R E
Y P
R A
N E
Y
SCALE = 1:200
DEMOLITION PLAN
TRANSFORMER
BUILDING
BUILDING
WATERFRONT
ADMINISTRATION
T R
A N
S F
O R
M E
R
B U
IL
D
QUARTERS
TRANSIENT
X XX
X
MINI MART
PIER SIDE
OPTION #1
WITH SUNSHADE
EQUIPMENT PAD
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX XX XX XX
XX
X X
X
X
XXXX X
X X
X
X X
X
X XXXXXXXXXXXXX
X
XX
X
X
XX
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 X X X X X X
XXXXXXX
X X
X
X X
X
X X
X X
X
X
XXX
X
X
X X
X X
XX X
X X
XX
XXXX
X X
X X
X X
XXXX
X X
X X
X X
XX
XX
X XX
X
X
XX
X
X
X X
X X
XX
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X X
X X XX X
X X
X
X
X X
XX
X X
X
X X
XX
MINI MART
PIER SIDE
0+
0+
0+0000+0250+050
E 462,067.8682
N 2,898,951.6775
BEGIN ENTRANCE ROAD
STA. 0+000.000=E 462,052.0178
N 2,898,935.9211
= STA. 0+000.000 PARKING
STA. 0+022.350 ENTRANCE
E 462,076.938
N 2,898,910.852
END PARKING
STA. 0+035.376=
WITH SUNSHADE
EQUIPMENT PADE 462,022.4393
N 2,898,906.5179
END ENTRANCE ROAD
STA. 0+063.907=
EXTERIOR DOOR
EDGE OF
M
IN
EGRESS BOLLARD
CORNER OF
CLEARANCE
RADIUS
ADA TURNING
MINIMUM
SHEET ID
-0
-3
C-101
E M
S
S L P
A J F
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
E D
E S
IG
N
S
IT
E P
L A
N
M
IN
I-
M A
C I1
P
N
GRAPHIC SCALE
DIM. NOTE & NORTH
KEY PLAN
GENERAL SHEET NOTES
1:200
5 5 10 15
DIMENSIONS SHOWN ARE IN METERS.
UNLESS OTHERWISE NOTED, LINEAR
E 462,044.551
N 2,898,888.563
E 462,047.233
N 2,898,920.592
NN
N S
A
B A
H R
-4
P
IE
R S
ID
E M
IN
I-
M A
SIGN
STOP
11.92
.3
.1
5 1 .8
.4
CURB
EXISTING
MATCH
REPLACEMENT
PAVEMENT
ASPHALT
MINI MART
BUILDING AND
ADMINISTRATION
FOR WATERFRONT
DUMPSTER ENCLOSURE
ALONG RADII
CURB TAPER
ALONG TANGENT
FLUSH CURB
ALONG RADII
CURB TAPER
SIDEWALK
(SEE DETAIL 1/C-503)
SCUPPER WITH CHANNEL
(SEE DETAIL 1/C-503)
SCUPPER WITH CHANNEL
(TYP. OF 2)
SPLASH BLOCK
DOWNSPOUT
.5
.8
.7
9 4.02
R
22.9
18.3
.7
3.15
1.2
0.9
R
.2
4.78
6.83
2.8
17.93
R
R
5R
R
R
R
C h ie f, S it e B ld g D e s ig n S e c
J E
F F
R E
Y P
R A
N E
Y
.5
ADA INGRESS CLEARANCE
SCALE = 1:200
SITE PLAN
ASPHALT PAVEMENT REPLACEMENT
CURB RAMP
ADA PARKING SIGN
REMOVABLE BOLLARDS, TYP.
RACK
BIKE
(SEE NOTE 8)
ADA INGRESS BOLLARD
1.55
1.7
.4
(SEE ARCH. PLANS)
CONCRETE STOOP
.7
.1
1.
R
.5
R
.1
R
.1
R
14.02
SIDEWALK
SIDEWALK
(SEE NOTE 9)
CONCRETE PAD
(SEE NOTE 10)
(SEE STRUCTURAL DWGS)
COORDINATE BASE SIZE WITH EQUIPMENT.
10. PROPOSED REINFORCED CONCRETE SLAB FOR EQUIPMENT.
MINI MART VENDING MACHINES. (SEE STRUCTURAL DWGS)
9. PROPOSED REINFORCED CONCRETE SLAB FOR OUTSIDE
8. SEE SHEET C-503 FOR ADA INGRESS BOLLARD DETAIL.
7. SEE STRUCTURAL DWGS FOR GENERATOR SUNSHADE DETAILS.
BLOCK LOCATIONS.
6. SEE ARCHITECTURAL DRAWINGS FOR DOWNSPOUT SPLASH
5. SEE SHEET C-503 FOR SITE DETAILS.
PLAN.
4. SEE SHEET C-102 FOR SIDEWALK AND PAVEMENT
3. ALL RADII ARE 1.5 METERS UNLESS OTHERWISE NOTED.
UNLESS OTHERWISE NOTED.
2. ALL PAVER BLOCK SIDEWALKS ARE TO HAVE FLUSH CURBS
CURBS UNLESS OTHERWISE NOTED.
1. ALL PAVER BLOCK ROADS AND PARKING ARE TO HAVE RAISED
TRANSFORMER
BUILDING
BUILDING
WATERFRONT
ADMINISTRATION
T R
A N
S F
O R
M E
R
B U
IL
D
QUARTERS
TRANSIENT
X XX
X
MINI MART
PIER SIDE
OPTION #1
WITH SUNSHADE
EQUIPMENT PAD
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX XX XX XX
XX
X X
X
X
XXXX X
X X
X
X X
X
X XXXXXXXXXXXXX
X
XX
X
X
XX
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 X X X X X X
XXXXXXX
X X
X
X X
X
X X
X X
X
X
XXX
X
X
X X
X X
XX X
X X
XX
XXXX
X X
X X
X X
XXXX
X X
X X
X X
XX
XX
X XX
X
X
XX
X
X
X X
X X
XX
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X X
X X XX X
X X
X
X
X X
XX
X X
X
X X
XX
MINI MART
PIER SIDE
0+
0+
0+0000+0250+050
E 462,067.8682
N 2,898,951.6775
BEGIN ENTRANCE ROAD
STA. 0+000.000=E 462,052.0178
N 2,898,935.9211
= STA. 0+000.000 PARKING
STA. 0+022.350 ENTRANCE
E 462,076.938
N 2,898,910.852
END PARKING
STA. 0+035.376=
WITH SUNSHADE
EQUIPMENT PADE 462,022.4393
N 2,898,906.5179
END ENTRANCE ROAD
STA. 0+063.907=
SHEET ID
-1
-0
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
E D
E S
IG
GRAPHIC SCALE
DIM. NOTE & NORTH
KEY PLAN
GENERAL SHEET NOTES
1:200
5 5 10 15
DIMENSIONS SHOWN ARE IN METERS.
UNLESS OTHERWISE NOTED, LINEAR
NN
N S
A
B A
H R
-4
P
IE
R S
ID
E M
IN
I-
M A
CURB
EXISTING
MATCH
MINI MART
BUILDING AND
ADMINISTRATION
FOR WATERFRONT
DUMPSTER ENCLOSURE
DETAILS.
3. SEE SHEETS C-501 AND C-502 FOR SIDEWALK AND PAVEMENT
UNLESS OTHERWISE NOTED.
2. ALL PAVER BLOCK SIDEWALKS ARE TO HAVE FLUSH CURBS
CURBS UNLESS OTHERWISE NOTED.
1. ALL PAVER BLOCK ROADS AND PARKING ARE TO HAVE RAISED
(SEE NOTE 3)
CONCRETE PAVER
TYPICAL ROAD
(SEE NOTE 3)
CONCRETE PAVER
TYPICAL ROAD
(SEE NOTE 3)
CONCRETE PAVER
TYPICAL ROAD
PAVER (SEE NOTE 3)
TYPICAL SIDEWALK
PAVER (SEE NOTE 3)
TYPICAL SIDEWALK
PAVER (SEE NOTE 3)
TYPICAL SIDEWALK
(SEE NOTE 3)
CONCRETE PAVER
TYPICAL ROAD
PAVER (SEE NOTE 3)
TYPICAL SIDEWALK
C h ie f, S it e B ld g D e s ig n S e c
J E
F F
R E
Y P
R A
N E
Y
C-102
E M
S
S L P
A J F
P A
V E
R P
L A
N
M
IN
I-
M A
R T
B A
C I1
P
N
LEGEND
SIDEWALK PAVERS
ROAD PAVERS
SCALE = 1:200
PAVER PLAN
2.90
.0
3.20
FINGR=
F F
L E
L
.6
3.40
XX
3.40 X
.7
S M
H
C L :3 .2
IL
:1 .6
TRANSFORMER
BUILDING
T.C.=3.48 T.C.=3.53
X
X
X
T.C.=3.65
T.C.=3.63
T.C.=3.58
T.C.=3.55
BUILDING
WATERFRONT
ADMINISTRATION
T R
A N
S F
O R
M E
R
B U
IL
D
F.F.E.=3.55
3.25
.2
3.00
.0
.0
3.00 3.00
3.25 3.25
3.50 3.50
QUARTERS
TRANSIENT
X XX
X
.2
.5
3.45
XX
MINI MART
PIER SIDE
0+000 0+0250+050
E 462,067.8682
N 2,898,951.6775
BEGIN ENTRANCE ROAD
STA. 0+000.000=E 462,052.0178
N 2,898,935.9211
= STA. 0+000.000 PARKING
STA. 0+022.350 ENTRANCE
E 462,076.938
N 2,898,910.852
END PARKING
STA. 0+035.376=
WITH SUNSHADE
EQUIPMENT PAD
E 462,022.4393
N 2,898,906.5179
END ENTRANCE ROAD
STA. 0+063.907=
3.50
3.46
3.30
3.16
3.13 3.16
3.303.30
3.313.31
3.303.30
3.23
3.23
3.28 3.25
3.29
3.44
3.25
3.27
3.42
3.37
3.04
3.43
3.40
3.37
3.41
3.38
3.31 3.35
3.37
3.34 3.34
3.33
3.30
3.37
3.34
3.36
3.33
3.00
2.75
3.35
FINGR=
3.35
FINGR=
3.35
FINGR=
3.35
FINGR=
3.34
3.33
3.33
3.35
FINGR=
3.50
FINGR=
3.50
FINGR=
3.25
3.25 3.25
3.25
3.50
FINGR=
3.34
FINGR=
3.50
FINGR=
FFLE=3.50
3.33
FINGR=
3.15
3.15
3.25
3.35
FINGR=
3.00
3.50
3.44
3.30
.4
2.58 3.55
.7
2.500
2.75
.7
2.75 2.75
2.75
2.75
.7
2.75
2.75
.9
3.00 3.00
3.00
3.00
.0
3.00 3.00
.0
.0
3.
3.00
.12
.14
.14
.15
.17
.2
.2
.2
.2
.2
.2
3.
3.25
3.25
3.25
.2
3.25
.2
.3
.3
.3
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX XX XX XX
XX
X X
X
X
XXXX X
X X
X
X X
X
X XXXXXXXXXXXXX
X
XX
X
X
XX
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 X X X X X X
XXXXXXX
X X
X
X X
X
X X
X X
X
X
XXX
X
X
X X
X X
XX X
X X
XX
XXXX
X X
X X
X X
XXXX
X X
X X
X X
XX
XX
X XX
X
X
XX
X
X
X X
X X
XX
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X X
X X XX X
X X
X
X
X X
XX
X X
X
X X
XX
SHEET ID
-0
-3
G R
A D
IN
G P
L A
N
C-201
E M
S
S L P
A J F
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
E D
E S
IG
N
M
IN
I-
M A
C G
P
N
GRAPHIC SCALE
DIM. NOTE & NORTH
KEY PLAN
GENERAL SHEET NOTES
NN
1:200
5 5 10 15
DIMENSIONS SHOWN ARE IN METERS.
UNLESS OTHERWISE NOTED, LINEAR
NOTED.
1. ALL SPOT ELEVATIONS ARE TOP OF CURB UNLESS OTHERWISE
N S
A
B A
H R
-4
P
IE
R S
ID
E M
IN
I-
M A ie f, S it e B ld g D e s ig n S e c
J E
F F
R E
Y P
R A
N E
Y
SCALE = 1:200
GRADING PLAN
S=2.00%
GRADE
PROPOSED
GRADE
EXISTING
PARKING
0+000
0+0250+050
.0
.0
.0
.0
.0
.0
.1
.1
.9
.0
.0
.0
.1
.1
.1
.2
0+000
0+0250+0500+075
.9
.9
.0
.0
.0
.7
.8
.8
.8
.9
.0
.0
.0
.8
.9
.0
.0
.0
.7
.8
.1
.1
GRADE
EXISTING
GRADE
PROPOSED
ENTRANCE ROAD
.1
.8
E L E
V .9
G R
A D
E B
R E
A K
.6
E L E
V .9
S T
A .3
E
N T
R A
N C
E R
O A
D
S T
A .0
P
A R
K
IN
G
E L E
V .2
E N
D P
A R
K
IN
G
S T
A .4
E L .2
E N
D E
N T
R A
N C
E R
O A
D
S T
A .9
E L .9
S
T A .0
P
A R
K
IN
G
S T
A .3
E
N T
R A
N C
E R
O A
D
E L .7
B E
G
IN
E
N T
R A
N C
E R
O A
D
S T
A .6
S = 0.697%
S = 0.707%
SHEET ID
-1
-0
R O
A D P
R O
F
IL
E S
C-202
E M
S
A J F
A J F
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
E D
E S
IG
N
M
IN
I-
M A
C G
E
L
0 55 0 1.5
HORIZONTAL 1:200
10 15
VERTICAL 1:20
0.5 0.5 1.0
DIMENSIONS SHOWN ARE IN METERS.
UNLESS OTHERWISE NOTED, LINEAR
N S
A
B A
H R
-4
P
IE
R S
ID
E M
IN
I-
M A ie f, S it e B ld g D e s ig n S e c
J E
F F
R E
Y P
R A
N
MINI MART
PIER SIDE
WITH SUNSHADE
EQUIPMENT PAD
TRANSFORMER
BUILDING
BUILDING
WATERFRONT
ADMINISTRATION
T R
A N
S F
O R
M E
R
B U
IL
D
QUARTERS
TRANSIENT
X XX
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX XX XX XX
XX
X X
X
X
XXXX X
X X
X
X X
X
X XXXXXXXXXXXXX
X
XX
X
X
XX
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 X X X X X X
XXXXXXX
X X
X
X X
X
X X
X X
X
X
XXX
X
X
X X
X X
XX X
X X
XX
XXXX
X X
X X
X X
XXXX
X X
X X
X X
XX
XX
X XX
X
X
XX
X
X
X X
X X
XX
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X X
X X XX X
X X
X
X
X X
XX
X X
X
X X
XX
SHEET ID
-1
-1
C-301
E M
S
S L P
A J F
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
E D
E S
IG
C L P
N
GRAPHIC SCALE
DIM. NOTE & NORTH
KEY PLAN
GENERAL SHEET NOTES
1:200
5 5 10 15
DIMENSIONS SHOWN ARE IN METERS.
UNLESS OTHERWISE NOTED, LINEAR
LEGEND
N S
A
B A
H R
-4
P
IE
R S
ID
E M
IN
I-
M A ie f, S it e B ld g D e s ig n S e c
J E
F F
R E
Y P
R A
N E
Y
GROUND COVER PLANT MATERIAL (CE)
B A
S E B
ID
M
IN
I-
M A
R T L
A N
D S
C A
P E P
L A
N
7. IRRIGATION FOR LANDSCAPING WILL NOT BE PROVIDED.
PERIOD.
6. PLANTS WILL BE MAINTAINED THROUGHOUT GUARANTEED
OR THE GULF AREA AND WILL BE DROUGHT TOLERANT.
5. THE LANDSCAPING SELECTED WILL BE NATIVE TO BAHRAIN
FROM 5mm-19mm.
DEPTH OR WHITE GRAVEL AT 76mm DEPTH RANGING IN SIZE
OR LIGHTING DECOMPOSED GRANITE AT 50mm MINIMUM
4. THE INORGANIC MULCH GROUND COVER SHALL BE WHITE
AS GROUND COVER.
3. STABILIZED SOIL OR ORGANIC MULCH IS NOT ACCEPTABLE
REQUIREMENTS.
FORCE PROTECTION (AT/FP) AND PHYSICAL SECURITY
THE DEVELOPMENT WHILE COMPLYING WITH ANTI -TERRORISM /
MATERIEL AND INORGANIC MULCH THAT WILL ENHANCE
FACILITY SHALL BE COVERED GROUND COVER PLANT
2. ALL NON-PAVED AREAS AROUND THE PIER SIDE MINI-MART
PLANT SCHEDULE.
1. SEE SHEET C-504 FOR LANDSCAPE DETAILS AND
NN
SCALE = 1:200
LANDSCAPE PLAN - BASE BID
INORGANIC MULCH (IM)
(106 SQ. M)
1182 CE
(8 SQ. M)
88 CE
(60 SQ. M)
666 CE
(SEE NOTE 4)
IM (165 SQ. M)
(SEE NOTE 4)
IM (42 SQ. M)(SEE NOTE 4)
IM (148 SQ. M)
(SEE NOTE 4)
IM (46 SQ. M)
CO
M
H
C L :3 .2
IL
:1 .6
F H
F H
150 SW
100 SW
150 SW
150 SW
150 SW
TRANSFORMER
BUILDING
100 IW
BUILDING
WATERFRONT
ADMINISTRATION
T R
A N
S F
O R
M E
R
B U
IL
D
CMH6
E C
E C
C
C
C H
W R
C EE
PMH6
E
C H
W S
EX. INV. OUT=1.56
EX. INV. IN=1.59
TOP=2.90
MH 17
QUARTERS
TRANSIENT
X XX
X
MINI MART
PIER SIDE
OPTION #1
WITH SUNSHADE
EQUIPMENT PAD
150 SW
S S
100 SS
150 FW
40 SW
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX XX XX XX
XX
X X
X
X
XXXX X
X X
X
X X
X
X XXXXXXXXXXXXX
X
XX
X
X
XX
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 X X X X X X
XXXXXXX
X X
X
X X
X
X X
X X
X
X
XXX
X
X
X X
X X
XX X
X X
XX
XXXX
X X
X X
X X
XXXX
X X
X X
X X
XX
XX
X XX
X
X
XX
X
X
X X
X X
XX
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X X
X X XX X
X X
X
X
X X
XX
X X
X
X X
XX
-0
-3
U T
IL
IT
Y P
L A
N
C-401
E M
S
S L P
A J F
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
E D
E S
IG
N
M
IN
I-
M A
C U
P
N
GRAPHIC SCALE
DIM. NOTE & NORTH
KEY PLAN
GENERAL SHEET NOTES
DIMENSIONS SHOWN ARE IN METERS.
UNLESS OTHERWISE NOTED, LINEAR
1:200
5 5 10 15
INSTALL 150 SW
REMOVE CAP AND
INV.=2.68
C.O.
INV. IN=2.15
N S
A
B A
H R
A
IN
FOR CONTINUATION
FIRE PROTECTION DRAWINGS
SEE MECHANICAL AND
INV. OUT=2.36
INV. IN=2.39
TOP=2.87
MH 17-1
4. SEE SHEET C-506 FOR SANITARY SEWER DETAILS.
3. SEE SHEET C-505 FOR WATERLINE DETAILS.
2. SEE SHEET C-402 FOR UTILITY PROFILES.
1. PIPE DIAMETERS ARE SHOWN IN MILLIMETERS.
-4
P
IE
R S
ID
E M
IN
I-
M A
40 GTV
50X40 REDUCER
150X150X50 TEE
C h ie f, S it e B ld g D e s ig n S e c
J E
F F
R E
Y P
R A
N E
Y
BEND
40 - 90°
BEND
150 - 90°
BEND
150 - 90°
SHEET IDNN
150 - 90° BEND150 - 90° BEND
SCALE = 1:200
UTILITY PLAN
0+000
0+0250+050
SANITARY SEWER
B U
IL
D
IN
G
MH 17
E.X.
IN
V .6
.1
M
IN
C.O.
GRADE
EXISTING
GRADE
PROPOSED
D R
A W
IN
G S
S E
E M
E C
H A
N
IC
A L
F O
R C
O N
T
IN
U A
T
IO
N
T O
P .1
S T
A .0
100 SS @ 1.05%
100 SS @ 1.00%
17-1
MH
150MM CONCRETE
ENCASE SS IN
0+000
0+0250+050
WATERLINE
IN
S
T A
L L
M M S
W
R E
M O
V E C
A P A
N D
S T
A .0
M M -9
B
E N
D
S T
A .0
GRADE
PROPOSED
GRADE
EXISTING
150 SW
EX.
M M -9
B
E N
D
S T
A .2
B U
IL
D
IN
G
M M -9
B
E N
D
S T
A .6
G
T V
X R
E D
U C
E R
X
X T
E E
S T
A .8
M M -9
B
E N
D
S T
A .0
M M -9
B
E N
D
S T
A .4
F
IR
E P
R O
T E
C T
IO
N P
L A
N S
F O
R C
O N
T
IN
U A
T
IO
N S
E E M
E C
H A
N
IC
A L
S T
A .9
M
M M
IN
150 SW
IN
V
IN
.3
IN
V
O U
T .3
IN
V
IN
.1
IN
V .6
T O
P .8
S T
A .8
T O
P .9
S T
A .0
E X
IN
V
IN
.5
E X
IN
V
O U
T .5
T O B
E F
IE
L D V
E R
IF
IE
D
E X
B O
T T
O M .0
E X T
O P .9
A P
P R
O X L
O C E
X E
L E
C
D U
C T B
A N
K X -I
N G
S T
A .0
E X
IN
V .8
A P
P R
O X L
O C E
X
W /L X -I
N G
S T
A .4
E X
IN
V .6
A P
P R
O X L
O C E
X
C H
W R
S T
A .8
E X
IN
V .6
A P
P R
O X L
O C E
X
C H
W S
S T
A .2
SHEET ID
-0
-3
C-402
E M
S
S L P
A J F
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
E D
E S
IG
C U
E
L
0 55 0 1.5
HORIZONTAL 1:200
10 15
VERTICAL 1:20
0.5 0.5 1.0
DIMENSIONS SHOWN ARE IN METERS.
UNLESS OTHERWISE NOTED, LINEAR
U
IL
IT
Y P
R O
F
IL
E S
N S
A
B A
H R
-4
P
IE
R S
ID
E M
IN
I-
M A ie f, S it e B ld g D e s ig n S e c
J E
F F
R E
Y P
R A
N
VARIES
NOT TO SCALE
SECTION
PAVEMENT
EXISTING
THIS SHEET
DETAIL 8
INTERFACE
SEE
PAVEMENT SECTION SHOWN ABOVE WHICHEVER IS GREATER.
NOTE: MATCH EXISTING PAVEMENT SECTION OR PROVIDE
(SPEC. SECTION 31 00 00)
150 MM (MIN) SUBGRADE (COMPACTED TO 95%)
(SPEC. SECTION 32 11 16)
100 MM (MIN) AGGREGATE SUBBASE COURSE
(SPEC. SECTION 32 11 23)
100 MM (MIN) AGGREGATE BASE COURSE
(SPEC. SECTION 32 12 10)
BITUMINOUS PRIME COAT
(SPEC. SECTION 32 12 16)
90 MM (MIN) HMA
ROAD CURB
PRECAST
CONCRETE FOUNDATION
MORTAR
CONCRETE PAVING BLOCKS
60 MM THICK PEDESTRIAN (FOR SIDEWALK)
80 MM THICK TRAFFIC (FOR ROADS) OR
150100
NOT TO SCALE NOT TO SCALE
PRECAST CURB
MORTAR
FOUNDATION
CONCRETE
CONCRETE CURB DETAIL
RAISED PRECAST
CONCRETE CURB DETAIL
FLUSH PRECAST
CONCRETE PAVING BLOCKS
60 MM THICK PEDESTRIAN
WEARING SURFACE
600 MIN.
V A
R
IE
S
NOT TO SCALE
M
IN
NOT TO SCALE
TACK COAT (TYP.)
TO A STRAIGHT LINE
HORIZONTALLY & VERTICALLY
SAW CUT TO CONFORM
BITUMINOUS PRIME COAT
PAVEMENT
EXISTING
SECTION
PAVEMENT
EXISTING
SATISFACTORY MATERIAL
BEDDING MATERIAL
BACKFILL WITH
NEW UTILITY LINE
REMOVE EXISTING MATERIAL
COMPACT TO 95%
WITH EXISTING PAVEMENT
INTERFACE NEW PAVEMENT
NOTE: MATCH EXISTING PAVEMENT SECTION; HOWEVER, MINIMUM SECTION SHALL BE AS SHOWN
300 MIN.
TYP.
TYP.
HMA
AGGREGATE BASE COURSE
SUBBASE COURSE
SUBGRADE
NOT TO SCALE
CURB RAMP DETAIL
46-61
-6
M
IN
23-36
BASE DIA.
TOP DIA.
BASE DIA.
50%-65% OF
.1
NOT TO SCALE
TRUNCATED DOME DETAIL
PLAN
ELEVATION
NOT TO SCALE
CONCRETE PAVEMENT SECTION
VARIES
VARIES - SEE PLANS
CONCRETE FOUNDATION
BELOW GRADE
PRECAST CONCRETE CURB
CURB TAPER
FINISHED GRADE
NOT TO SCALE
CURB TAPER DETAIL
ASPHALT PAVEMENT REPLACEMENT SECTION
TOP OF CURB
MIN.
M
IN
MIN.
M
IN
:1
:1
(SPEC. SECTION 31 00 00)
150 MM SUBGRADE (COMPACTED TO 95%)
(SPEC. SECTION 32 11 16)
100 MM AGGREGATE BASE COURSE
(SPEC. SECTION 32 13 13.06)
150 MM CONCRETE PAVEMENT
MIN.
EXISTING PAVEMENT
TACK COAT
BASE COURSE
COURSESUB BASE
SUB GRADE
COAT
PRIME
PAVEMENT (SAW CUT)
REMOVE EXIST. ASPHALT
PAVEMENT
NEW 600 MIN.
500 MM O.C.
O12 x 200 DOWEL
500 MM O.C.
O12 x 200 DOWEL
ASPHALT PAVEMENT REPLACEMENT DETAIL
PAVING BLOCKS
TRAFFIC CONCRETE
80 MM THICK
10:1 M
AX.
:1
MAX.
:1 M
A X
CURB
CONCRETE PAVING BLOCKS
60MM THICK PEDESTRIAN
BLOCK PARKING LOT
EDGE OF CONCRETE PAVING
NOTE: CURB RAMP AND DETECTABLE WARNING TO BE CENTERED ON ADA AISLE.
C-501
SEE DETAIL 2 THIS SHEET
DETECTABLE WARNING
TRUNCATED DOME
SHEET ID
-0
-3
S
ID
E W
A L
K A
N D
C-501
E M
S
S L P
A J F
X
DIMENSIONS SHOWN ARE IN MILLIMETERS.
UNLESS OTHERWISE NOTED, LINEAR
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
E D
E S
IG
N
P A
V E
M E
N T D
E T
A
IL
C I5
D T
N S
A
B A
H R
-4
P
IE
R S
ID
E M
IN
I-
M A ie f, S it e B ld g D e s ig n S e c
J E
F F
R E
Y P
R A
N
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
SEE SITE PLAN
NOT TO SCALE
(TYP)
FOUNDATION
CONCRETE
CURB (TYP)
PRECAST CONCRETE
RAISED OR FLUSH
SIDEWALK DETAIL
CURB (SEE DETAIL)
PRECAST CONCRETE CURB (SEE DETAIL)
PRECAST CONCRETE
PLAN
SEE GRADING
CL
CUT
FILL
(SPEC. SECTION 31 00 00)
(COMPACTED TO 95%)
150 COMPACTED SUBGRADE
(SPEC. SECTION 32 16 15)
50 SAND BEDDING LAYER
(SPEC. SECTION 32 11 23)
100 BASE COURSE
(SPEC. SECTION 32 11 23)
150 AGGREGATE BASE COURSE
(SPEC. SECTION 32 16 15)
50 SAND BEDDING LAYER
(SPEC. SECTION 32 16 15)
CONCRETE PAVING BLOCKS
80 MM THICK TRAFFIC
NOT TO SCALE
ACCESS DRIVE AND PARKING DETAIL
SEE SITE PLANSEE SITE PLAN
(SPEC. SECTION 32 16 15)
CONCRETE PAVING BLOCKS
60 MM THICK PEDESTRIAN
(SPEC. SECTION 31 00 00)
(COMPACTED TO 95%)
150 COMPACTED SUBGRADE
RED
GRAY
GRAY
TYPICAL SIDEWALK PAVER DETAIL
NEW CURB
NEW CURB
CURB
T Y
P
NOT TO SCALE
BAR PAVER DETAIL
CENTERLINE AND STOP
NOT TO SCALE
SIDEWALK CORNER DETAIL
CURB
TYP.
T Y
P
G R
A Y
G R
A Y
G R
A Y
G R
A Y
G R
A Y
G R
A Y
G R
A Y
G R
A Y
G R
A Y
G R
A Y
G R
A Y
G R
A Y
G R
A Y
G R
A Y
G R
A Y
G R
A Y
RED REDREDREDRED
(SOLDIER PATTERN)
GRAY PAVERS
PATTERN)
(HERRINGBONE
RED PAVERS
(SOLDIER PATTERN)
GRAY PAVERS
PATTERN)
(HERRINGBONE
RED PAVERS
(SOLDIER PATTERN)
GRAY PAVERS
(SOLDIER PATTERN)
GRAY PAVERS
PATTERN)
(HERRINGBONE
RED PAVERS
PATTERN)
(HERRINGBONE
RED PAVERS
(SOLDIER PATTERN)
GRAY PAVERS
2814600 600
PATTERN)
(BASKETWEAVE
RED PAVERS
(SOLDIER PATTERN)
GRAY PAVERS
PATTERN)
(HERRINGBONE
RED PAVERS
PATTERN)
(BASKETWEAVE
RED PAVERS
(SOLDIER PATTERN)
GRAY PAVERS
(SOLDIER PATTERN)
GRAY PAVERS
PATTERN)
(HERRINGBONE
RED PAVERS
(SOLDIER PATTERN)
GRAY PAVERS
CURB
(SOLDIER PATTERN)
GRAY PAVERS
(SOLDIER PATTERN)
GRAY PAVERS
RACK
BIKE
NOT TO SCALE1
BIKE RACK PAVER DETAIL
CURB
R E
D R
E D
R E D
R E D
R E
D R
E D
R E D
R E D
R E
D R
E D
R E D
R E D
R E
D R
E D
R E D
R E D
R E
D R
E D
R E D
R E D
R E
D
GRAY (TYP.)
CURB
CURB
CURB
SPACE (TYP.)
PARKING
ROAD
GRAY RED RED RED RED RED RED RED RED RED RED RED RED RED RED GRAY
ASPHALT ROAD
EXGE OF EX.
R E
D
R E
D
R E
D
R E
D
PATTERN)
(HERRINGBONE
RED PAVERS
(SOLDIER PATTERN)
GRAY PAVERS
PATTERN)
(BASKETWEAVE
RED PAVER
PATTERN)
(HERRINGBONE
RED PAVER
(SOLDIER PATTERN)
GRAY PAVER
PATTERN)
(BASKETWEAVE
RED PAVER
(SOLDIER PATTERN)
GRAY PAVERS
V A
R
IE
S
TYPICAL ROAD CONCRETE PAVER DETAIL
ADA AISLE PAVER DETAIL
CONCRETE PAVER BLOCK ROAD
ENLARGED PLAN TYPICAL
TYPICAL PARKING PAVER DETAIL
PATTERN)
(SOLDIER
PAVER
GRAY
PATTERN)
(BASKETWEAVE
RED PAVERS
C-501
C-502
C-502
THIS SHEET
SEE DETAIL 9
SHEET ID
-0
-3
S
ID
E W
A L
K A
N D
C-502
E M
S
S L P
A J F
X
DIMENSIONS SHOWN ARE IN MILLIMETERS.
UNLESS OTHERWISE NOTED, LINEAR
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
E D
E S
IG
N
P A
V E
M E
N T D
E T
A
C I5
D T
N S
A
B A
H R
-4
P
IE
R S
ID
E M
IN
I-
M A ie f, S it e B ld g D e s ig n S e c
J E
F F
R E
Y P
R A
N
SWING GATE
WOOD DOUBLE
3000 TALL SOLID
NOT TO SCALE
ELEVEN SPACE BIKE RACK DETAIL
CURB
FACE OF
80 DIA PIPE
THIS SHEET
SEE DETAIL
U-BOLT ASSEMBLY
ON BOTTOM OF PIPE
50 X 150 X 6
WELD STEEL BAR
SLAB
CONCRETE
CONCRETE WALL
R
R
WASHER
FIBER
SELF-LOCKING NUT
10 DIA
(2.3)
13 GAUGE
VAN
ACCESSIBLE
PARKING
RESERVED
ONLY
SIDEWALK
PAVER BLOCK
ON BOTTOM OF PIPE
50 X 150 X 6
WELD STEEL BAR
SIDEWALK
PAVER BLOCK
CONCRETE
20 MPa
CONCRETE
20 MPa
STOP SIGN
THIS SHEET
SEE DETAIL
U-BOLT ASSEMBLY
2. ADA SIGN TO BE CENTERED ON ADA PARKING SPACE.
THE FACE OF CURB.
1. FACE OF ADA SIGN TO BE PLACED 900 MM BEHIND
NOTES:
CONCRETE WALL
SWING GATE
WOOD DOUBLE
3000 TALL SOLID
NOT TO SCALE
ON RED BACKGROUND
WHITE LETTERING AND BORDER
DIA
NOT TO SCALE
U-BOLT ASSEMBLY DETAIL
A
A
SECTION A-A
ON WHITE BACKGROUND
WITH BLUE SYMBOL
GREEN LETTERING AND BORDER
DIA
NOT TO SCALE
NOT TO SCALE
REMOVABLE BOLLARD DETAIL
STEEL CAP
150 SCH 40 PIPE
PL-13 X 254
WITH 180 DIA HOLE
PL-13 X 318 DIA.
WELD TO PL BELOW
WITH 254 DIA. HOLE
PL-13 X 318 DIA.
TO PL TYP. 4
PL-6 X 25 WELD
200 PVC SCH 80 PIPE
AND 65 MM
GRADED BETWEEN 20MM
AGGREGATE UNIFORMLY
NOT TO SCALE
150 SCH 40 PIPE
PL-13 X 254
#10 BAR
(TYP OF 2)
13 DIA HOLE
HOLE COVER DETAIL
REMOVABLE BOLLARD
THREE BANDS OF RED REFLECTIVE PAINT.
NOTE: BOLLARD TO BE PAINTED WHITE WITH
PAINT
REFLECTIVE
RED
TO OPEN
PUSH
PUSH BUTTON
INGRESS BOLLARD
GRADE LINE
TRANSMITTER MOUNT
REMOVABLE CAP WITH
CONCRETE
20 MPa
PAVER BLOCK SIDEWALK
DIMENSIONS SHOWN ARE IN MILLIMETERS.
UNLESS OTHERWISE NOTED, LINEAR
ELECTRICAL DWGS)
(BY OTHERS, SEE
NEC CLASS II CIRCUIT
CONCRETE SCUPPER DETAIL
1 NOT TO SCALE
SLOPE
0.5% M
IN.
CURB
SCUPPER LENGTH
SEE PLAN FOR
PAVEM
ENT
EDGE
OF
CURB
NOT TO SCALE
3400 3400
AREA ENCLOSURE DETAIL
DUMPSTER AND RECYCLING
ADA PARKING SIGN STOP SIGN DETAIL
TYP.
TYP.
60 O
SIDE VIEW
SIDEWALK
PAVER BLOCK
CONCRETE
20 MPa
ANCHOR ROD
6O X 670
GRADE LINE
DIA
BIKE
BIKE
BIKE
BIKE
BIKE
BIKE
BIKE
BIKE
BIKE
BIKE
BIKE
STEEL TUBING
NOTE: BIKE RACK SHALL BE PAINTED DEEP RED TO MATCH SURROUNDING BUILDING TRIM AND BLEND EFFECTIVELY WITH SURROUNDINGS.
3 NOT TO SCALE
ADA INGRESS BOLLARD
FRONT VIEW
NOTE: SEE STRUCTURAL DETAILS FOR DUMPSTER PAD WALLS AND SLAB DETAILS.
SHEET ID
-0
-3
S
IT
E D
E T
A
IL
S
C-503
E M
S
S L P
A J F
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
E D
E S
IG
C I5
D T
N S
A
B A
H R
-4
P
IE
R S
ID
E M
IN
I-
M A ie f, S it e B ld g D e s ig n S e c
J E
F F
R E
Y P
R A
N
SCALE = NTS
CONCRETE SPLASH BLOCK
SHEET BELOW
WITH GEOTEXTILE
80mm MULCH
GC
TYPE
CE
SYMBOL
QUANTITY
CARPOBROTUS
GENUS
EDULIS
SPECIES
ICE PLANT
COMMON NAME
10 CM POT
HEIGHT
300 MM O.C.
SPACING
2. CONCRETE EDGING SHALL BE PROVIDED BETWEEN MULCHED AREAS AND BARE GROUND.
1. PLANT SUBSTITUTIONS MAY BE MADE SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER.
NOTES:
SP CONTAINER #5
CONDITION
GC=GROUNDCOVER
UNDISTURBED SOIL
SIZE FROM 5mm-19mm.
DEPTH OR WHITE GRAVEL AT 76mm DEPTH RANGING IN
OR LIGHTING DECOMPOSED GRANITE AT 50mm MINIMUM
2. THE INORGANIC MULCH GROUND COVER SHALL BE WHITE
AS GROUND COVER.
1. STABILIZED SOIL OR ORGANIC MULCH IS NOT ACCEPTABLE
NOTES:
(SEE NOTES 1 & 2)
INORGANIC MULCH
PLANT SCHEDULE)
(FOR SPACING SEE
GROUNDCOVER PLANTS
NOT TO SCALE
EDGING (TYP.)
CONCRETE
(SEE SPECS.)
PLANTING MIXTURE
BOTTOM OF PIT
LOOSEN SOIL IN
PLANT SCHEDULE
GROUNDCOVER PLANTING DETAIL
TYPICAL
NOT TO SCALE
EDGING (TYP.)
CONCRETE
INORGANIC MULCH DETAIL
TYPICAL
V A
R
IE
S
SHEET ID
-0
-3
C-504
E M
S
S L P
A J F
X
DIMENSIONS SHOWN ARE IN MILLIMETERS.
UNLESS OTHERWISE NOTED, LINEAR
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
E D
E S
IG
N
L A
N D
S C
A P
E D
E T
A
C L
D T
N S
A
B A
H R
-4
P
IE
R S
ID
E M
IN
I-
M A ie f, S it e B ld g D e s ig n S e c
J E
F F
R E
Y P
R A
N E
Y
B A
S E
ID
VALVE
GATE
VALVE BOX
SLIDE TYPE
IN UNPAVED AREA IN PAVED AREA
PAVEMENT
IRON PIPE
150 CAST
GRADE
FINISH
CONCRETE
ABOVE PIPE.
DOME CONCRETE
CONCRETE AND
FILL PIPE WITH
WHITE PAINT
PAINT
RED REFLECTIVE
GATE VALVE & BOX
NOT TO SCALE
MATERIAL
BACKFILL
INITIAL
A
A A
A
A A
B B o
X
X
X
X X
150 MIN
150 MIN150 MIN
PLAN TEE PLAN 45 & 22 ELBOWPLAN 90 ELBOW
NOT TO SCALE
ELBOWS & TEES
SECTION X-X
760 MIN-500 & LARGER PIPES
610 MIN-300 TO 450 PIPES
460 MIN-250 & SMALLER PIPES
X
NOT TO SCALE
300 SQ.
CONCRETE
600 SQ.
CONCRETE
PIPE RESEARCH ASSOCIATION (DIPRA www.dipra.org).
ACCORDANCE WITH PROCEDURES PROVIDED THE DUCTILE IRON
THRUST BLOCK TABLES MUST BE ADJUSTED ACCORDINGLY IN
IF THESE VALUES DO NOT REFLECT SITE CONDITIONS, STANDARD
95.7 kpa (2000 psf) AND A SAFTY FACTOR OF 1.5 (NFPA 24).
PRESSURE OF 552 kpa (80 psi) A SOIL BEARING PRESSURE OF
9. STANDARD THRUST BLOCK TABLES ASSUMES A PIPE INTERNAL
8. USE ONE HALF TRENCH WIDTH PLUS 75mm.
CONTRACTING OFFICER.
MAY BE USED IN LIEU OF THRUST BLOCKS WITH APPROVAL OF THE
USE OF THRUST BLOCKING IS IMPRACTICAL, RESTRAINED JOINTS
BLOCKING. HOWEVER, WHERE SITE CONDITIONS SUGGEST THE
7. ALL BENDS AND INTERSECTIONS SHALL HAVE CONCRETE THRUST
6. TRENCHES SHALL CONFORM TO STANDARD BEDDING DETAIL.
JOINT FITTINGS.
5. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL
4. CONCRETE SHALL BE 20 MPa.
PRIOR TO POURING…
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