2022-06-24_100_RTA_SA-468097-10_CLIN10_KANB 6_V1.pdf

PDF 29 MB Posted Jul 11, 2022

Attached to: Final Solicitation Package expected to be released on or about 16 December 2022. MMSC FACILITIES AND INFRASTRUCTURE ROYAL SAUDI NAVAL FORCES (RSNF) SAUDI ARABIA
Solicitation number: w912er
Issued by: Department of the Army Corps of Engineers Engineering District Middle East

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TETRA TECH

SHEET ID

3/ 1 5

TRANSATLANTIC MIDDLE

EAST DISTRICT

READY TO ADVERTISE

19 OCTOBER 2021 G-001

KING ABDULAZIZ NAVAL BASE, KINGDOM OF SAUDI ARABIA

ROYAL SAUDI NAVAL FORCES, TUWAIQ SHIPS

INITIAL OPERATIONAL CAPABILITY DESIGN

KANB 0006

SOLICITATION #: W912ER22R0033

PROJECT #: SA-468097-10

VOLUME 1 OF 3

SA-468097-10 - SITE DESIGN

PROFESSIONAL SEALS

THE STAMPS AFFIXED TO THIS COVER SHEET ARE CERTIFYING

THE DRAWINGS CONTAINED WITHIN HAVE BEEN REVIEWED OR PREPARED

BY EACH APPLICABLE ARCHITECTURAL AND ENGINEERING DISCIPLINE.

ELECTRICAL TELECOMMUNICATIONSSITE ELECTRICALCIVIL

US Army Corps of Engineers ®

SHEET ID

U .S

. A

Y C

O R

S D

N B

D B

C H

D B

E D

C O

N O

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2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

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3/15/2022 4:43:55 PM

P M

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.d wg

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R , V

G-001 SA-468097-10-G-001GN COVER SHEET - VOLUME 1 OF 3

VOLUME 1

G-010 G-011

SA-468097-10-G-010GN

SA-468097-10-G-011GN

INDEX OF VOLUMES

VOLUME 1 - INDEX OF DRAW INGS

SA-468097-10 - SITE DESIGN

G-002 SA-468097-10-G-002GN COVER SHEET - VOLUME 2 OF 3

VOLUME 2

G-010 G-012

SA-468097-10-G-010GN

SA-468097-10-G-012GN

INDEX OF VOLUMES

VOLUME 2 - INDEX OF DRAW INGS

SHEET ID FILE NO. REVISIONS

REV. NO. AM/COP NO.

TITLE

SA-468097-10A - NSC W AREHOUSE

INDEX OF VOLUMES

G-003 SA-468097-10-G-003GN COVER SHEET - VOLUME 3 OF 3

VOLUME 3

G-010 G-013

SA-468097-10-G-010GN

SA-468097-10-G-013GN

INDEX OF VOLUMES

VOLUME 3 - INDEX OF DRAW INGS

SA-468097-10A - NSC W AREHOUSE - CONTINUED

US Army Corps of Engineers ®

SHEET ID

U .S

. A

Y C

O R

S D

N B

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

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P M

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M E

-I

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F D

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E, K

D O

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I A R

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D I N

F O

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U W

S H

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C H

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R . M

2E R

-4

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N SA

-4

-G

-0

G N

.d wg

C M

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SA-468097-10 - GENERAL - VOLUME 1

SHEET ID FILE NO

REVISIONS

TITLEREV.

NO.

AM/COP

NO.

GENERAL

G-001 SA-468097-10-G-001GN.dwg COVER SHEET - VOLUME 1 OF 3 G-010 SA-468097-10-G-010GN.dwg INDEX OF VOLUMES G-011 SA-468097-10-G-011GN.dwg VOLUME 1 - INDEX OF DRAWINGS G-021 SA-468097-10-G-021GN.dwg STANDARD LEGENDS AND SYMBOLOGY G-031 SA-468097-10-G-031GN.dwg STANDARD ABBREVIATIONS

SA-468097-10 - SITE DESIGN

SHEET ID FILE NO

REVISIONS

TITLEREV.

NO.

AM/COP

NO.

GENERAL

G-101 SA-468097-10--G-101PN.dwg SITE LOCUS PLAN

CIVIL DEMOLITION

CD-101 SA-468097-10--CD101PN.dwg OVERALL CIVIL DEMOLITION PLAN CD-2406 SA-468097-10--CD2406PN.dwg CIVIL DEMOLITION PLAN 2406 CD-2506 SA-468097-10--CD2506PN.dwg CIVIL DEMOLITION PLAN 2506

CIVIL SITE

C-101 SA-468097-10--C-101PN.dwg OVERALL CIVIL SITE PLAN

C-2406 SA-468097-10--C-2406PN.dwg CIVIL SITE PLAN 2406 C-2506 SA-468097-10--C-2506PN.dwg CIVIL SITE PLAN 2506

SITE LAYOUT

CL-101 SA-468097-10--CL101PN.dwg OVERALL SITE LAYOUT PLAN CL-2406 SA-468097-10--CL2406PN.dwg SITE LAYOUT PLAN 2406 CL-2506 SA-468097-10--CL2506PN.dwg SITE LAYOUT PLAN 2506

GRADING AND DRAINAGE

CG-101 SA-468097-10--CG101PN.dwg OVERALL GRADING AND DRAINAGE PLAN CG-2406 SA-468097-10--CG2406PN.dwg GRADING AND DRAINAGE PLAN 2406 CG-2506 SA-468097-10--CG2506PN.dwg GRADING AND DRAINAGE PLAN 2506 CG-201 SA-468097-10--CG201EL.dwg DRAINAGE PROFILE DRAIN ALIGNMENT 201

CIVIL PAVING

CP-101 SA-468097-10--CP101PN.dwg OVERALL CIVIL PAVING PLAN CP-2406 SA-468097-10--CP2406PN.dwg CIVIL PAVING PLAN 2406

PAVING ELEVATIONS

CT-101 SA-468097-10--CT101PN.dwg OVERALL SITE PAVEMENT ELEVATION PLAN CT-2406 SA-468097-10--CT2406PN.dwg PAVEMENT ELEVATION PLAN 2406

COMBINED UTILITIES

CU-101 SA-468097-10--CU101PN.dwg OVERALL COMBINED UTILITIES PLAN CU-2205 SA-468097-10--CU2205PN.dwg COMBINED UTILITIES PLAN 2205 CU-2206 SA-468097-10--CU2206PN.dwg COMBINED UTILITIES PLAN 2206 CU-2306 SA-468097-10--CU2306PN.dwg COMBINED UTILITIES PLAN 2306 CU-2406 SA-468097-10--CU2406PN.dwg COMBINED UTILITIES PLAN 2406 CU-2407 SA-468097-10--CU2407PN.dwg COMBINED UTILITIES PLAN 2407 CU-2506 SA-468097-10--CU2506PN.dwg COMBINED UTILITIES PLAN 2506 CU-2507 SA-468097-10--CU2507PN.dwg COMBINED UTILITIES PLAN 2507

CIVIL SEWER

CS-101 SA-468097-10--CS101PN.dwg OVERALL CIVIL SEWER PLAN CS-2406 SA-468097-10--CS2406PN.dwg CIVIL SEWER PLAN 2406 CS-201 SA-468097-10--CS201EL.dwg CIVIL SEWER PROFILES

CIVIL WATER

CW-101 SA-468097-10--CW101PN.dwg OVERALL CIVIL WATER PLAN CW-2205 SA-468097-10--CW2205PN.dwg CIVIL WATER PLAN 2205 CW-2206 SA-468097-10--CW2206PN.dwg CIVIL WATER PLAN 2206 CW-2306 SA-468097-10--CW2306PN.dwg CIVIL WATER PLAN 2306 CW-2406 SA-468097-10--CW2406PN.dwg CIVIL WATER PLAN 2406 CW-2506 SA-468097-10--CW2506PN.dwg CIVIL WATER PLAN 2506

SITE ELECTRICAL

XE-101 SA-468097-10--XE101PN.dwg OVERALL SITE ELECTRICAL PLAN XE-2406 SA-468097-10--XE2406PN.dwg SITE ELECTRICAL PLAN 2406 XE-601 SA-468097-10--XE601DI.dwg COMPACT SUBSTATION CS(NSCW) ONE-LINE DIAGRAM

SITE LIGHTING

XL-101 SA-468097-10--XL101PN.dwg OVERALL SITE LIGHTING PLAN XL-2406 SA-468097-10--XL2406PN.dwg SITE LIGHTING PLAN 2406

SITE TELECOMMUNICATIONS

XT-101 SA-468097-10--XT101PN.dwg OVERALL SITE TELECOMMUNICATIONS PLAN

XT-2406 SA-468097-10--XT2406PN.dwg SITE TELECOMMUNICATIONS PLAN 2406 XT-2407 SA-468097-10--XT2407PN.dwg SITE TELECOMMUNICATIONS PLAN 2407 XT-2507 SA-468097-10--XT2507PN.dwg SITE TELECOMMUNICATIONS PLAN 2507

XT-621 SA-468097-10--XT621DI.dwg TELECOMMUNICATIONS HANDHOLE BUTTERFLY

DIAGRAMS

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

AMENDMENT NUMBER

COP LETTER

MMDDYY

2.5mm FOR REVISION TEXT

2.5mm FOR ISSUE TEXTXX%

10%

DESIGN SUBMITTAL

BORDER SUBMITTAL

SHEET ID

X-101

3mm SHEET ID TEXT

3mm FACILITY DESIGNATOR TEXT 5mm SHEET NUMBER TEXT 3mm VARIABLE TEXT

SYMBOLS

GENERAL REFERENCE

TEXT ATTRIBUTES

X-XXX

XXXXX

W 1

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

NORTH SYMBOL W ITH MECCA

ROOM ID

DOOR ID

W INDOW ID

W ALL TYPE ID

COLUMN ID - VERTICAL;

(USE NUMBERS)

COLUMN ID - HORIZONTAL;

(USE LETTERS EXCEPT

FOR O & I)

REVISION ID

FURNITURE

KEY NOTE ID

MATCHLINE IDMATCH LINE

SEE XX/X-XXX

View Scale View Name

X View Name View ScaleX-XXX

DRAW ING TITLE FOR PLANS,

DIAGRAMS, SCHEDULES,

3D REPRESENTATIONS,

OR STANDARD DETAILS

STANDARD DETAILS DO NOT

SPECIFICALLY REFERENCE A SHEET

SECTION/ELEVATION LETTER,

OR DETAIL NUMBER

SHEET NUMBER OF SHEET W HERE

ILLUSTRATION IS REFERENCED

SHEET NUMBER OF SHEET W HERE

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 W HERE

SECTION IS REFERENCED

DETAIL NUMBER

INTERIOR ELEVATION LETTER

SHEET NUMBER OF SHEET W HERE

SECTION IS REFERENCED

SHEET NUMBER OF SHEET W HERE

SECTION IS REFERENCED

SHEET NUMBER OF SHEET W HERE

SECTION IS REFERENCED

ELEVATION LETTER

X-XXX

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

X-XXX

-- (X)

US Army Corps of Engineers ®

SHEET ID

U .S

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C O

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3/15/2022 4:43:57 PM

P M

G-021

D L

D S

G Y

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E, K

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F O

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@ AT

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

AFCS AUTOMATIC FLIGHT CONTROL

SYSTEM

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

AMO ASSISTANT MAINTENANCE OFFICER

AMP AMPERE

AMT AVIONICS MAINTENANCE TRAINER

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

BH BORE HOLE

BLDG BUILDING

BM BENCHMARK

BMS BALANCE MAGNETIC SW ITCH

BOL BOLLARD

BRKR BREAKER

BSP BLACK STEEL PIPE

BT BATHTUB

BTW P BALLANCE TW ISTED 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 W ATER RETURN

CHS CHILLED W ATER 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 CENTIMETER PER SECOND

CMH COMMUNICATIONS MANHOLE

CMP CORRUGATED METAL PIPE

CMT COMPOSITE MAINTENANCE TRAINER

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CONDUIT ONLY

COL COLUMN

COMM COMMUNICATIONS

COMPR COMPRESSOR

CONC CONCRETE

COND CONDENSER, CONDENSATE

CONSTR CONSTRUCTION

CONT CONTINUE, CONTINUOUS

CONTR CONTRACTOR

COR CONTRACTING OFFICER’S

REPRESENTATIVE, CORNER,

CHANGE ORDER REQUEST

CORR CORRIDOR

CPO CHIEF PETTY OFFICER

CPT CONE PENETRATION TEST

CRAC COMPUTER ROOM AIR

CONDITIONING UNIT

CRS COURSING

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 W ATER

DAS DATA ACQUISITION SYSTEM

DBL DOUBLE

DBP DISTRIBUTION PANEL

DCW DOMESTIC COLD W ATER

DEG C, °C DEGREES CELSIUS

DF DRINKING FOUNTAIN

DFAC DINING FACILITY

dg DECIGRAM

DG DOOR GRILL

DH DUCT HEATER

DHW DOMESTIC HOT W ATER

DI DROP INLET, DRAIN INLET,

DISCRETE INPUT

DIA DIAMETER

DIP DUCTILE IRON PIPE

dL DECILITER

DL DEAD LOAD, DIESEL

dm DECIMETER

DN DOW N

DO DISCRETE OUTPUT

DOCS DOCUMENTS

DP DEW POINT, DIFFERENTIAL

PRESSURE

DR DOOR, DOUBLE RIB

DV DISTINGUISHED VISITORS

DW DOMESTIC W ATER

DW G DRAW ING

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 W AY, EFFLUENT W ATER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPLOSION PROOF

EXST GR EXISTING GRADE

EXT EXTERIOR

F/B FROM FLOOR BELOW

FA FIRE ALARM, FRESH AIR

FAC FORW ARD AIR CONTROLLER

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 FORW ARD OPERATING BASE

FOC FACE OF CURB

FP FIRE PROTECTION

FS FLOOR SINK

FSS FLOW SW ITCH

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

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

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 W IRE

GYP BD GYPSUM W ALL 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 HARDW ARE

HDW L HEADW ALL

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 W ATER

HW C HOT W ATER CIRCULATION

HW CP HOT W ATER CIRCULATION PUMP

HW P HOT W ATER PUMP

HW R HEATING W ATER RETURN

HW S HEATING W ATER SUPPLY

HEX HEAT EXCHANGER

Hz HERTZ

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSULATING FLANGE

INSUL INSULATION

INSTR INSTRUMENT/INSTRUCTOR

INT INTERIOR

INV INVERT

ITN INFORMATION TECHNICAL NODE

JCT JUNCTION

JOH JAMB OPENING HEIGHT

JOW JAMB OPENING W IDTH

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

LIB LIBRARY

LLA LOW LEVEL ALARM

LM LUMEN

LINTL LINTEL

LP LIGHT POLE

LPT LOW POINT

LPW LUMENS PER W ATT

LRA LOCKED ROTOR AMPS

LSA LIFE SUPPORT AREA

LSO LANDING SIGNAL OFFICER

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

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 mm2 SQUARE MILLIMETER mm3 CUBIC MILLIMETER

MO MASONRY OPENING

MPa MEGA PASCAL

MON MONITOR, MONUMENT

ms MILLISECOND

MS MOP SINK

MTG MOUNTING

MTL METAL

MTS MANUAL TRANSFER SW ITCH

mV MILLIVOLT

MVA MEGAVOLT-AMPERE

mW MILLIW ATT

MW MONITORING W ELL, MEGAW ATT

MW h MEGAW ATT HOUR

MW R MORALE, W ELFARE &

RECREATION

N NORTH, NORTHING, NEW TON

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

OFT OPERATIONAL FLIGHT TRAINER

OGL OBSCURE GLASS

OIC OFFICER IN CHARGE

OPG OPENING

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

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLG PILING

PNL PANEL

POC POINT ON CURVE

POT POINT OF TANGENCY

PP POW ER POLE, POW ER 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 GAUGE

PT POINT

PTT PART-TASK TRAINER

PTZ PAN//TILT/ZOOM

PUBS PUBLICATIONS

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QA/QC QUALITY ASSURANCE/QUALITY

CONTROL

QD QUICK DISCONNECT

QTY QUANTITY

QUAR QUARANTINE

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,

REFLECTED CEILING PLAN

RCT REAR CREW TRAINER

RD ROAD, RETURN DIFFUSER, ROOF

DRAIN

REC RECESSED, RECREATIONAL

REC C RECESSED CONVECTOR

RECT RECTANGULAR

REG REGISTER

REINF REINFORCED

REQD REQUIRED

REPS REPRESENTATIVES

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 W AY

RPM REVOLUTIONS PER MINUTE

RR RETURN REGISTER, ROOF ROLLING,

RAILROAD

RS REFRIGERANT SUCTION

RT RIGHT

RTU ROOF TOP UNIT

RW RAW W ATER, ROADW AY

S SOUTH

SV STACK VENT

SA SUPPLY AIR

SAN SANITARY SEW ER

SB SOIL BORING, SPLASH BLOCK

SC SOLID CORE

SCH SCHOOL

SCHED SCHEDULE

SCP SCUPPER

SD STORM DRAIN

SECT SECTION

SFM SANITARY FORCE MAIN

SG SUPPLY AIR GRILLE

SH SHOW ER

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

SPT STANDARD PENETRATION TEST

SQ SQUARE

SS SANITARY SEW ER

SSD SUBSURFACE DRAIN

SST STAINLESS STEEL

ST STORM W ATER

STA STATION

STD STANDARD

STFT STOREFRONT

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

TIS TACTICS INSTRUCTOR STATION

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

TOF TOP OF FOOTING

TOFT TACTICAL OPERATIONAL FLIGHT TRAINER

TOG TOP OF GRATING

TOS TOP OF STEEL, TOP OF SLOPE

TOW TOP OF W ALL

TP TEST PIT

TS TEMPERATURE SW ITCH

TR TELECOMMUNICATION ROOM

TRANS TRANSOM, TRANSPARENT

TS & V TAPPING SLEEVE AND VALVE

TV TELEVISION

TW TREATED W ATER

TYP TYPICAL

UGND UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERW ISE

UOP UNLESS OTHERW ISE NOTED

UP UTILITY POLE

UPS UNINTERRUPTIBLE POW ER 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

VIF VERIFY IN FIELD

VOLT VOLTAGE

VRLY VOLTAGE RELAY

VPC VERTICAL POINT OF CURVE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENCY

VS VENT STACK, VOLTMETER SW ITCH

VSA VEHICLE SECURITY AREA

VTR VENT THRU ROOF

W / W ITH

W /O W ITHOUT

W B W ET BULB, W OOD BASE

W C W ATER CLOSET, W ALL COVERING

W CC W ATER COOLING COIL

W CO W ALL CLEANOUT

W FLX W EATHERPROOF FLEXIBLE CONDUIT

W HM W ATT HOUR METER

W DB W ATER DISTRIBUTION BOX

W G W ATER GAUGE

W GL W IRED GLASS

W H W ALL HYDRANT

W HS W AREHOUSE

W L W ATER LINE, W IND LOAD

W LT W EAPON LOAD TRAINER

W M W ATER METER

W S W ATER SOFTENER

W SEL W ATER SURFACE ELEVATION

W ST W ATER STORAGE TANK

W TS W ATERSTOP

W TT W EAPONS TACTICAL TRAINER

W V W ATER 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 THE DoD A/E/C CAD STANDARD AND THE

U.S. NATIONAL CAD STANDARDS FOR FULL LIST OF

ABBREVIATIONS.

2. SOME ABBREVIATIONS REPRESENT SYMBOLS FOR UNITS OF

MEASURE, AND INTENTIONALLY INCLUDE LOWERCASE LETTERS

OR SUPERSCRIPTS.

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

STANDARD ABBREVIATION LIST

US Army Corps of Engineers ®

SHEET ID

U .S

. A

Y C

O R

S D

N B

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

C:\Users\patrick.barrett\Documents\SA-468097-10-G1-DMGENLBK_PATRICK.BARRETT.rvt

3/15/2022 4:43:58 PM

P M

G-031

D A

N S

G A

Z N

E, K

D O

M O

U D

I A R

R O

D I N

F O

R C

, T

U W

S H

Y D

N B

C H

R O

O R

O U

G H

, M A

R . M

2E R

-4

G . H

N SA

-4

-G

-0

G N

.d wg

C M

D R

C H

R , V

01 02 03 04 05 06 07 08 09 10 11 12 13

PROJECT SHEET GRID

SCALE =

REGIONAL LOCUS PLAN

NONE

SCALE =

KANB SITE LOCUS PLAN

1:12000

A L O

N E

E T

T I T

A N

B O

R N

M a r

S A

N D

W G

G-101

S I T

E S

I G

S I T

L O

C U

L A

N G

A M

I L T

O N

T E

T R

E C

I C

K E

R S

O N

M A

R L

B O

R O

U G

T R

A N

S A

T L

A N

T I C

D L

A S

I S

T R

I C

R I N

D E

R I C

R I V

W I N

C H

E S

T E

O B

P L

A T

F I L

E N

A M

A N

S I

E R

K I N

B D

U L

A Z

I N

G D

A U

D I

R A

B I A

R O

Y A

A U

D I

A V

C E

U W

H I P

I N

I T

I A

P E

R A

T I O

N A

A P

A B

I L

I T

E S

I G

K A

S A

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of

Engineers

U S

R M

O R

N G

I N

E E

R S

P:\23308\127-23308-20002\CAD\MED_DRAWINGS\SA-468097-10\SITE DESIGN\010_G_GENERAL\SA-468097-10--G-101PN.DWG 2022-03-14 MARLOWE, KEVIN

KANB 0006

NOTE:

THE TUWAIQ INITIAL OPERATIONAL CAPABILITY

DESIGN AT KING ABDULAZIZ NAVAL BASE

CONSISTS OF 6 DESIGN PACKAGES (KANB 0001

THROUGH 0006). AREAS SHADED DARK ON THE

"KANB SITE LOCUS PLAN" DEPICT THE EXTENT

OF DRAWING SHEETS THAT SHOW WORK

INCLUDED IN THE CURRENT DESIGN PACKAGE.

THE EXTENT OF WORK TO BE PERFORMED

UNDER OTHER DESIGN PACKAGES IS SHOWN IN

SEPARATE DRAWINGS.

KANB

STOCKPILE

AREA

U G

UGE

U G

F P

LIGHT POLE (TYP)

BERM

CCTV BOX

RIM=4.496m

MH INV=4.140m

U G

F F

F O

CD-2406

CD-2506

LIMIT OF WORK

T E

T R

E C

I C

K E

R S

M A

R L

B O

R O

U G

T R

A N

S A

T L

A N

D L

A S

I S

T R

I C

R I N

D E

R I C

R I V

W I N

C H

E S

T E

O B

P L

F I L

E N

A M

A N

S I

E R

K I N

B D

U L

A Z

I N

G D

A U

D I

R A

B I A

R O

Y A

A U

D I

A V

C E

U W

I P

I N

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P E

R A

T I O

N A

A P

A B

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I G

K A

S A

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of

Engineers

U S

R M

O R

N G

I N

E E

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

P:\23308\127-23308-20002\CAD\MED_DRAWINGS\SA-468097-10\SITE DESIGN\070_CD_DEMOLITION\SA-468097-10--CD101PN.DWG 2022-03-14 MARLOWE, KEVIN

A N

L O

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B O

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M a r

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W G

CD-101

S I T

E S

I G

O V

E R

A L L

I V

I L

E M

O L I T

I O

L A

N G

A M

I L T

O N

OVERALL CIVIL DEMOLITION PLAN

1:2000

NSC WAREHOUSE

NORTH, SCALE & DIM. NOTE

FOM

HYD

E M

FUEL TANK

FIR

FIG

TIN

W A

F U

G E

N E

R A

T O

D S

U T

I L I T

O R

R I D

O R

F P

S D

HYD

FOM

U G

CLF

T O

P O

F S

W A

L E

T O

P O

F S

W A

L E

B O

T T

O M

O F

S W

F O

EMH

RIM:3.787

E M

: 3.68 m m

EMH

RIM: 3.58

EMH

RIM: 3.36

EMH

RIM: 3.44

EMH

RIM: 3.81

E P

: 3.78

M H

: 1.62

FP VALVE PIT

RIM: 3.67

MH INV: 1.88

LIFT STATION

INV IN: 1.356

INV OUT: 2.976

M H

A S

P H

A L T

R O

A D

F P

SMH

RIM: 3.87

INV: 1.02

EMH

RIM: 3.855

MH INV: 1.75

F P

FP VALVE PIT

RIM: 3.37

INV: 1.73

FP VALVE PIT

RIM: 3.31

INV: 1.858

FP VALVE PIT

RIM: 3.78

MH INV: 3.13

F P

INV: 2.746

SMH

INV EL

UNKNOWN

S m

INV: 2.09

INV: 2.15

CONC

PAVERS

F P

F O

P U

M P

S T

A T

F P

HEADWALL AND CULVERT MUST

REMAIN AND BE PROTECTED.

CONTRACTOR MUST REMOVE

AND DISPOSE OF ACCUMULATED

SEDIMENTS FROM CULVERT.

SUBSTATION MUST BE

RELOCATED. PAD MUST BE

DEMOLISHED. SEE NOTE 4.

BUILDING MUST

BE REMOVED

CONTAINERS WITHIN

SHADED AREA MUST

BE REMOVED

FENCE MUST BE

REMOVED (TYP)

HEADWALL MUST BE REMOVED.

MAINTAIN INTEGRITY OF

EXISTING ROADWAY.

ELECTRIC MANHOLE MUST

BE REPLACED. SEE NOTE 5.

STONE/CONCRETE

SWALE LINING AND ANY

ACCUMULATED WASTE

OR DEBRIS MUST BE

REMOVED AND DISPOSED

OF BY CONTRACTOR.

LIMIT OF WORK (TYP)

FIBER OPTIC LINE

MUST REMAIN AND

BE PROTECTED

MANHOLE MUST BE

REPLACED WITH H-20

MANHOLE. SEE NOTE 6.

ELECTRICAL LINE

MUST BE

PROTECTED

ELECTRICAL LINE

MUST BE PROTECTED

CULVERT MUST REMAIN AND BE

PROTECTED. CONTRACTOR MUST

REMOVE AND DISPOSE OF ACCUMULATED

SEDIMENT FROM CULVERT.

N 2982278.46

E 370300.55

T E

T R

E C

I C

K E

R S

M A

R L

B O

R O

U G

T R

A N

S A

T L

A N

D L

A S

I S

T R

I C

R I N

D E

R I C

R I V

W I N

C H

E S

T E

O B

P L

F I L

E N

A M

A N

S I

E R

K I N

B D

U L

A Z

I N

G D

A U

D I

R A

B I A

R O

Y A

A U

D I

A V

C E

U W

I P

I N

I T

I A

P E

R A

T I O

N A

A P

A B

I L

I T

E S

I G

K A

S A

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of

Engineers

U S

R M

O R

N G

I N

E E

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

P:\23308\127-23308-20002\CAD\MED_DRAWINGS\SA-468097-10\SITE DESIGN\070_CD_DEMOLITION\SA-468097-10--CD2406PN.DWG 2022-03-14 MARLOWE, KEVIN

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CD-2406

S I T

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C I V

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O L I T

I O

P L A

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O N

1:400

80 16 40 m

NORTH, SCALE & DIM. NOTE

STANDARD DRAWINGS AND DETAILS NOTE

FOR PROJECT GENERAL NOTES, LEGEND, ABBREVIATIONS, EXISTING

CONDITIONS DRAWINGS, GEOTECHNICAL DRAWINGS, AND STANDARD

DETAILS, REFER TO STANDARD DRAWINGS AND DETAILS,

PROJECT # : SA-468097-3, VOLUMES 1 AND 2.

GENERAL NOTES

1. CLEAR AND GRUB ALL VEGETATION, AND REMOVE ALL DEBRIS

WITHIN THE SHADED BOUNDARY.

2. REMOVE FENCE TO THE NEAREST POST BEYOND LIMITS OF

REMOVAL. SUPPORT POST AS REQUIRED TO MAINTAIN FENCE

FABRIC TENSION. COORDINATE REMOVAL AND ANY SECURITY

REQUIREMENTS WITH THE CONTRACTING OFFICER.

3. WHEN INSTALLING UTILITIES UNDER THIS CONTRACT,

CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND

REPLACEMENT OF EXISTING PAVEMENT SURFACES, CURBS,

AND SIDEWALKS NOT SHOWN HEREIN, BUT OTHERWISE

REQUIRED TO MAKE UTILITY CONNECTIONS, IN ACCORDANCE

WITH DRAWING DETAILS AND SPECIFICATIONS.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY UTILITIES

ARE OUT OF SERVICE PRIOR TO DEMOLITION. COORDINATE

WITH THE CONTRACTING OFFICER DURING REMOVAL,

RELOCATION, OR ABANDONMENT OF ALL UTILITIES AND

ASSOCIATED STRUCTURES.

5. SEE XE- SERIES DRAWINGS FOR MANHOLE REPLACEMENT AND

SUBSTATION RELOCATION REQUIREMENTS.

6. SEE XT- SERIES DRAWINGS FOR MANHOLE REPLACEMENT

REQUIREMENTS.

CIVIL DEMOLITION PLAN 2406

1:400

MATCHLINE SEE SHEET MATCHLINECD-2506

KEY PLAN

CD-2406

CD-2506

HYD

C L F

(H T

. 2 .5 m

WASTE OIL

UG TANK

T m

GATE (TYP)

EMH

RIM: 3.64

S T

A T

CONTAINER MUST BE

REMOVED

DIESEL TANK RACK

MUST BE REMOVED

FENCE MUST BE

REMOVED (TYP)

STOCKPILES

MUST BE

REMOVED

GATE MUST BE

REMOVED

LIMIT OF WORK (TYP)

TRANSFORMER MUST

BE REMOVED

N 2982229.61

E 370319.32

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US Army Corps of

Engineers

U S

R M

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

P:\23308\127-23308-20002\CAD\MED_DRAWINGS\SA-468097-10\SITE DESIGN\070_CD_DEMOLITION\SA-468097-10--CD2506PN.DWG 2022-03-14 MARLOWE, KEVIN

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80 16 40 m

NORTH, SCALE & DIM. NOTE

STANDARD DRAWINGS AND DETAILS NOTE

FOR PROJECT GENERAL NOTES, LEGEND, ABBREVIATIONS, EXISTING

CONDITIONS DRAWINGS, GEOTECHNICAL DRAWINGS, AND STANDARD

DETAILS, REFER TO STANDARD DRAWINGS AND DETAILS,

PROJECT # : SA-468097-3, VOLUMES 1 AND 2.

GENERAL NOTES

1. CLEAR AND GRUB ALL VEGETATION, AND REMOVE ALL DEBRIS

WITHIN THE SHADED BOUNDARY.

2. REMOVE FENCE TO THE NEAREST POST BEYOND LIMITS OF

REMOVAL. SUPPORT POST AS REQUIRED TO MAINTAIN FENCE

FABRIC TENSION. COORDINATE REMOVAL AND ANY SECURITY

REQUIREMENTS WITH THE CONTRACTING OFFICER.

3. WHEN INSTALLING UTILITIES UNDER THIS CONTRACT,

CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND

REPLACEMENT OF EXISTING PAVEMENT SURFACES, CURBS,

AND SIDEWALKS NOT SHOWN HEREIN, BUT OTHERWISE

REQUIRED TO MAKE UTILITY CONNECTIONS, IN ACCORDANCE

WITH DRAWING DETAILS AND SPECIFICATIONS.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY UTILITIES

ARE OUT OF SERVICE PRIOR TO DEMOLITION. COORDINATE

WITH THE CONTRACTING OFFICER DURING REMOVAL,

RELOCATION, OR ABANDONMENT OF ALL UTILITIES AND

ASSOCIATED STRUCTURES.

5. SEE XE- SERIES DRAWINGS FOR MANHOLE REPLACEMENT AND

SUBSTATION RELOCATION REQUIREMENTS.

6. SEE XT- SERIES DRAWINGS FOR MANHOLE REPLACEMENT

REQUIREMENTS.

CIVIL DEMOLITION PLAN 2506

1:400

MATCHLINE SEE SHEET MATCHLINECD-2406

KEY PLAN

CD-2406

CD-2506

X F

M R

X F

M R

S W

X F

M R

SIG

X F

S W

M H

S W

10A

NSC WAREHOUSE

C-2406

C-2506

LIMIT OF WORK

T E

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US Army Corps of

Engineers

U S

R M

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

P:\23308\127-23308-20002\CAD\MED_DRAWINGS\SA-468097-10\SITE DESIGN\080_C_SITE\SA-468097-10--C-101PN.DWG 2022-03-14 MARLOWE, KEVIN

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OVERALL CIVIL SITE PLAN

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FACILITIES KEY

10A NSC WAREHOUSE

HYD

I T

C H

B L D

FUEL TANK

FIR

FIG

TIN

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F U

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GATE (TYP)

M H

A S

P H

A L T

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A D

CONC

PAVERS

P U

M P

S T

A T

NSC WAREHOUSE (10A)

CONCRETE SIDEWALK (TYP)

PARKING STALL (TYP OF 10)

APRON CONCRETE

PAVEMENT

GRAVEL ROAD

WHEEL STOP (TYP OF 10)

ASPHALT PAVEMENT (TYP)

FIRE HYDRANT (TYP)

WATER STORAGE TANK

HOUSEKEEPING PAD

COMPACT SUBSTATION

HOUSEKEEPING PAD

LIMIT OF WORK (TYP)

STOP SIGN

"STOP" SIGN

POTABLE WATER ENCLOSURE

DELIVERY ENTRANCE

DIRECTIONAL SIGN

"STOP" SIGN

DELIVERY ENTRANCE

DIRECTIONAL SIGN

CONCRETE SUBSTATION HOUSEKEEPING PAD

(LOCATION IS APPROXIMATE, SEE NOTE 1)

STORMWATER

BASIN

STANDARD

BOLLARD (TYP)

LOADING DOCK

(SEE NOTE 3)

LOADING DOCK RAMP

(SEE NOTE 3)

PARKING

SUNSHADE

LIFT STATION

T E

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SHEET ID

US Army Corps of

Engineers

U S

R M

O R

N G

I N

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R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

P:\23308\127-23308-20002\CAD\MED_DRAWINGS\SA-468097-10\SITE DESIGN\080_C_SITE\SA-468097-10--C-2406PN.DWG 2022-03-14 MARLOWE, KEVIN

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1:400

80 16 40 m

NORTH, SCALE & DIM. NOTE

STANDARD DRAWINGS AND DETAILS NOTE

FOR PROJECT GENERAL NOTES, LEGEND, ABBREVIATIONS, EXISTING

CONDITIONS DRAWINGS, GEOTECHNICAL DRAWINGS, AND STANDARD

DETAILS, REFER TO STANDARD DRAWINGS AND DETAILS,

PROJECT # : SA-468097-3, VOLUMES 1 AND 2.

GENERAL NOTES

1. CONTRACTOR TO INSTALL NEW CONCRETE HOUSEKEEPING PAD

FOR EXISTING SUBSTATION SUCH THAT THE NEW PAD IS FIELD

ADJUSTED TO NECESSARY ELEVATION AND IS LOCATED NOT

CLOSER THAN 2 m TO ANOTHER SITE FEATURE. REFER TO CG-

DRAWINGS FOR CONCRETE PAD ELEVATION REQUIREMENTS.

2. SEE XS- SERIES DRAWINGS FOR CONCRETE HOUSEKEEPING PAD

INFORMATION.

3. SEE FACILITY ARCHITECTURAL DRAWINGS FOR LOADING DOCK

AND RAMP INFORMATION.

4. SEE FACILITY ARCHITECTURAL AND STRUCTURAL DRAWINGS

FOR FACILITY BOLLARD REQUIREMENTS.

5. WHERE EXPOSED SOIL AT FINISH GRADE IS POORLY GRADED

AND GREATER THAN 5% SLOPE, APPLY 150 mm CAPPING LAYER

IN ACCORDANCE WITH SPECIFICATION 31 00 00. REFER TO CG -

SERIES DRAWINGS FOR GRADING REQUIREMENTS.

CIVIL SITE PLAN 2406

1:400

MATCHLINE SEE SHEET MATCHLINEC-2506

KEY PLAN

C-2506

C-2406

HYD

C L F

(H T

. 2 .5 m

S T

A T

NSC WAREHOUSE (10A)

CONCRETE

SIDEWALK (TYP)

ASPHALT PAVEMENT

GRAVEL ROAD

7 m DOUBLE

SWING GATE

SRF SECURITY FENCE

SRF SECURITY FENCE TO

CONNECT TO EXISTING

SECURITY FENCE

SRF SECURITY FENCE

SRF SECURITY FENCE TO

CONNECT TO EXISTING

SECURITY FENCE

SRF SECURITY FENCE TO

CONNECT TO EXISTING

SECURITY FENCE

SRF SECURITY FENCE TO

CONNECT TO EXISTING

SECURITY FENCE

GRAVEL ROAD TO CONNECT

TO EXISTING ROAD

GRAVEL TURNAROUND

LIMIT OF WORK

FIRE HYDRANT

(TYP)

STORMWATER

BASIN (TYP)

STANDARD

BOLLARD (TYP)

SRF SECURITY FENCE TO

CONNECT TO EXISTING

SECURITY FENCE

T E

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S U

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SHEET ID

US Army Corps of

Engineers

U S

R M

O R

N G

I N

E E

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

P:\23308\127-23308-20002\CAD\MED_DRAWINGS\SA-468097-10\SITE DESIGN\080_C_SITE\SA-468097-10--C-2506PN.DWG 2022-03-14 MARLOWE, KEVIN

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C I V

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P L A

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1:400

80 16 40 m

NORTH, SCALE & DIM. NOTE

STANDARD DRAWINGS AND DETAILS NOTE

FOR PROJECT GENERAL NOTES, LEGEND, ABBREVIATIONS, EXISTING

CONDITIONS DRAWINGS, GEOTECHNICAL DRAWINGS, AND STANDARD

DETAILS, REFER TO STANDARD DRAWINGS AND DETAILS,

PROJECT # : SA-468097-3, VOLUMES 1 AND 2.

GENERAL NOTES

1. CONTRACTOR TO INSTALL NEW CONCRETE HOUSEKEEPING PAD

FOR EXISTING SUBSTATION SUCH THAT THE NEW PAD IS FIELD

ADJUSTED TO NECESSARY ELEVATION AND IS LOCATED NOT

CLOSER THAN 2 m TO ANOTHER SITE FEATURE. REFER TO CG-

DRAWINGS FOR CONCRETE PAD ELEVATION REQUIREMENTS.

2. SEE XS- SERIES DRAWINGS FOR CONCRETE HOUSEKEEPING PAD

INFORMATION.

3. SEE FACILITY ARCHITECTURAL DRAWINGS FOR LOADING DOCK

AND RAMP INFORMATION.

4. SEE FACILITY ARCHITECTURAL AND STRUCTURAL DRAWINGS

FOR FACILITY BOLLARD REQUIREMENTS.

5. WHERE EXPOSED SOIL AT FINISH GRADE IS POORLY GRADED

AND GREATER THAN 5% SLOPE, APPLY 150 mm CAPPING LAYER

IN ACCORDANCE WITH SPECIFICATION 31 00 00. REFER TO CG -

SERIES DRAWINGS FOR GRADING REQUIREMENTS.

CIVIL SITE PLAN 2506

1:400

MATCHLINE SEE SHEET MATCHLINEC-2406

KEY PLAN

C-2506

C-2406

CL-2406

CL-2506

LIMIT OF WORK

10A

T E

T R

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I C

K E

R S

M A

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B O

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US Army Corps of

Engineers

U S

R M

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

P:\23308\127-23308-20002\CAD\MED_DRAWINGS\SA-468097-10\SITE DESIGN\090_CL_SITE LAYOUT\SA-468097-10--CL101PN.DWG 2022-03-14 MARLOWE, KEVIN

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FACILITIES KEY

HYD

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FIR

FIG

TIN

W A

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R I D

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HYD

GATE (TYP)

M H

A S

P H

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CONC

PAVERS

P U

M P

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A T

NSC WAREHOUSE (10A)

(T Y

Y P

R .0

(T Y

N 2982285.09

E 370121.90

N 2982292.99

E 370141.36

N 2982276.18

E 370159.35

N 2982309.59

E 370237.27

N 2982319.60

E 370208.43

N 2982286.35

E 370304.50

N 2982296.14

E 370276.31

N 2982180.39

E 370157.18

N 2982169.91

E 370174.43

N 2982171.01

E 370171.82

N 2982219.23

E 370274.86

N 2982247.00

E 370263.49

PC: N 2982280.80

E 370134.99

N 2982272.53

E 370259.84

N 2982273.58

E 370250.99

N 2982290.18

E 370236.77

(T Y

N 2982284.77

E 370248.04

N 2982289.43

E 370236.91

LIMIT OF WORK (TYP)

N 2982289.78

E 370131.33

PT: N 2982273.42

E 370152.59

N 2982290.70

E 370294.40

N 2982253.22

E 370146.81

PC: N 2982267.22

E 370275.18

PT: N 2982251.03

E 370272.76

N 2982186.07

E 370171.06

N 2982315.35

E 370223.12

PC: N 2982299.58

E 370213.52

PT: N 2982304.95

E 370219.38

N 2982291.45

E 370141.17

N 2982321.86

E 370181.27

COLUMN LINES G X 18

N 2982247.48

E 370154.00

COLUMN LINES A X 18

N 2982283.54

E 370242.11

N 2982270.37

E 370136.55

N 2982264.42

E 370164.18

N 2982246.42

E 370149.60

N 2982270.15

E 370261.14

A R

K I N

T A

L L S

N 2982285.83

E 370121.60

N 2982293.73

E 370141.06

N 2982320.36

E 370208.70

N 2982310.34

E 370237.53

N 2982296.89

E 370276.57

N 2982287.11

E 370304.75

N 2982302.69

E 370224.40

N 2982310.78

E 370215.13

R10.0

N 2982305.08

E 370225.36

N 2982309.22

E 370235.75

N 2982299.06

E 370135.05

N 2982285.75

E 370302.42

(T Y

N 2982282.35

E 370128.41

N 2982278.71

E 370129.90

N 2982286.46

E 370138.61

N 2982282.88

E 370140.08

N 2982278.51

E 370150.51

N 2982268.33

E 370154.68

N 2982172.15

E 370171.36

N 2982196.97

E 370163.36

N 2982283.24

E 370293.46

N 2982280.36

E 370280.77

N 2982250.63

E 370268.64

N 2982248.76

E 370267.79

N 2982220.98

E 370279.12

N 2982220.16

E 370281.07

N 2982221.69

E 370289.09

N 2982314.13

E 370207.55

N 2982291.71

E 370152.97

N 2982183.92

E 370157.89

N 2982249.65

E 370141.25

Y P

N 2982271.46

E 370131.78

N 2982294.08

E 370245.07

T E

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SHEET ID

US Army Corps of

Engineers

U S

R M

O R

N G

I N

E E

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

P:\23308\127-23308-20002\CAD\MED_DRAWINGS\SA-468097-10\SITE DESIGN\090_CL_SITE LAYOUT\SA-468097-10--CL2406PN.DWG 2022-03-14 MARLOWE, KEVIN

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NORTH, SCALE & DIM. NOTE

STANDARD DRAWINGS AND DETAILS NOTE

FOR PROJECT GENERAL NOTES, LEGEND, ABBREVIATIONS, EXISTING

CONDITIONS DRAWINGS, GEOTECHNICAL DRAWINGS, AND STANDARD

DETAILS, REFER TO STANDARD DRAWINGS AND DETAILS,

PROJECT # : SA-468097-3, VOLUMES 1 AND 2.

SITE LAYOUT PLAN 2406

1:400

MATCHLINE SEE SHEET MATCHLINECL-2506

GENERAL NOTES

1. BUILDING STRUCTURE COORDINATES REPRESENT

INTERSECTION OF CORNER STRUCTURAL GRID LINES UNLESS

OTHERWISE INDICATED.

2. ALL CONCRETE WALKWAYS SHALL BE CENTERED ON THE

FACILITY DOOR THEY ARE ASSOCIATED WITH.

3. LAYOUT REFERENCES FOR HOUSEKEEPING PADS REPRESENT

THE RESPECTIVE CORNERS OF THE CONCRETE SLAB.

4. UNLESS OTHERWISE INDICATED, REFERENCE POINTS TO THE

INTERIOR OF SYMMETRICAL OBJECTS REPRESENT THE CENTER

OF THAT OBJECT.

KEY PLAN

CL-2506

CL-2406

HYD

C L F

(H T

. 2 .5 m

WASTE OIL

UG TANK

S T

A T

N 2982090.88

E 370206.60

N 2982097.45

E 370199.50

N 2982125.65

E 370260.51

N 2982141.46

E 370286.81

N 2982155.43

E 370288.26

N 2982189.32

E 370298.02

N 2982165.04

E 370292.47

N 2982170.56

E 370294.78

PC: N 2982104.34

E 370201.22

PC: N 2982130.80

E 370193.68

N 2982098.98

E 370203.26

LIMIT OF WORK

N 2982123.28

E 370209.72

N 2982107.06

E 370200.45

N 2982188.12

E 370302.81

N 2982135.92

E 370273.02

N 2982215.66

E 370305.61

N 2982100.51

E 370207.02

PT: N 2982128.79

E 370194.37

PT: N 2982102.94

E 370201.69

N 2982118.21

E 370197.33

R .0

N 2982141.43

E 370254.06

N 2982209.22

E 370289.87

NSC WAREHOUSE (10A)

N 2982216.58

E 370299.93

N 2982211.02

E 370302.21

N 2982200.09

E 370297.93

N 2982132.78

E 370196.11

N 2982127.32

E 370209.15

N 2982118.90

E 370209.44

N 2982109.65

E 370203.23

N 2982104.07

E 370204.47 N 2982133.42

E 370244.91

N 2982128.77

E 370256.00

N 2982142.09

E 370266.10

N 2982131.04

E 370261.55

N 2982106.95

E 370203.60

N 2982101.81

E 370198.92

N 2982103.53

E 370198.33

N 2982127.98

E 370191.48

N 2982129.72

E 370190.88

T E

T R

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K E

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M A

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B O

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US Army Corps of

Engineers

U S

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

P:\23308\127-23308-20002\CAD\MED_DRAWINGS\SA-468097-10\SITE DESIGN\090_CL_SITE LAYOUT\SA-468097-10--CL2506PN.DWG 2022-03-14 MARLOWE, KEVIN

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1:400

80 16 40 m

NORTH, SCALE & DIM. NOTE

STANDARD DRAWINGS AND DETAILS NOTE

FOR PROJECT GENERAL NOTES, LEGEND, ABBREVIATIONS, EXISTING

CONDITIONS DRAWINGS, GEOTECHNICAL DRAWINGS, AND STANDARD

DETAILS, REFER TO STANDARD DRAWINGS AND DETAILS,

PROJECT # : SA-468097-3, VOLUMES 1 AND 2.

GENERAL NOTES

1. BUILDING STRUCTURE COORDINATES REPRESENT

INTERSECTION OF CORNER STRUCTURAL GRID LINES UNLESS

OTHERWISE INDICATED.

2. ALL CONCRETE WALKWAYS SHALL BE CENTERED ON THE

FACILITY DOOR THEY ARE ASSOCIATED WITH.

3. LAYOUT REFERENCES FOR HOUSEKEEPING PADS REPRESENT

THE RESPECTIVE CORNERS OF THE CONCRETE SLAB.

4. UNLESS OTHERWISE INDICATED, REFERENCE POINTS TO THE

INTERIOR OF SYMMETRICAL OBJECTS REPRESENT THE CENTER

OF THAT OBJECT.

SITE LAYOUT PLAN 2506

1:400

MATCHLINE SEE SHEET MATCHLINECL-2406

KEY PLAN

CL-2506

CL-2406

X F

M R

X F

M R

S W

X F

M R

SIG

X F

M R

S W

M H

S W

F O

10A

NSC WAREHOUSE

CG-2406

LIMIT OF WORK

CG-2506

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SHEET ID

US Army Corps of

Engineers

U S

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

P:\23308\127-23308-20002\CAD\MED_DRAWINGS\SA-468097-10\SITE DESIGN\100_CG_GRADING AND DRAINAGE\SA-468097-10--CG101PN.DWG 2022-03-14 MARLOWE, KEVIN

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OVERALL GRADING AND DRAINAGE PLAN

1:2000

FACILITIES KEY

HYD

FUEL TANK

FIR

FIG

TIN

W A

F U

G E

N E

R A

T O

D S

U T

I L I T

O R

R I D

O R

F P

S D

HYD

U G

E m m

M H

F P

INV: 2.746

INV: 2.09

INV: 2.15

F P

P U

M P

S T

A T

C W

F P

M V

C S

L V

GFE = 5.08

NSC WAREHOUSE (10A)

MORTARED RIP RAP

DRAINAGE SWALE

(SIDE SLOPES = 2.5:1)

CONNECT TO EXISTING 600 mm

CULVERT WITH ELASTOMERIC

FLEXIBLE SLEEVE COUPLING

LIMIT OF

WORK (TYP)

HEADWALL-1002

N: 2 982 275.34

E: 370 128.99

L: 5.5

INV:2.520

HEADWALL-1001

N: 2 982 255.98

E: 370 136.73

L: 4.9

INV: 2.750

STORMWATER BASIN

BOTTOM OF SLOPE = 2.75

AREA = 853 m

600 mm RCP L=66.4 S=0.32%

600 mm RCP L=17.7 S=0.39%

DRAIN

ALIGNMENT 1001

600 mm RCP L=7.7 S=0.39%

DMH-1001

N: 2 982 281.57

E: 370 145.60

RIM: 3.575

INV (S): 2.450

INV (W): 2.450

INV (NE): 2.420

DMH-1002

N: 2 982 309.20

E: 370 206.00

RIM: 3.607

INV (SW): 2.210

INV (NW): 2.210

INV (NE): 2.180

HEADWALL-1003

N: 2 982 314.15

E: 370 201.31

L: 3.7

INV:2.350

500 mm RCP L=24.4 S=0.45%

0+178

0+020

0+040

0+060

0+080

0+120

0+140

0+160

300 mm RCP L=6.8 S=2.05%

DMH-1003

N: 2 982 258.64

E: 370 137.33

RIM: 3.900

INV (S): 2.737

INV (N): 2.560

APRON CONCRETE

PAVEMENT GRADE = 4.080

CONCRETE SIDEWALK GRADE = 4.080

2.750

3.300

MORTARED RIP-RAP SEDIMENT

TRAP (MAX. SIDE SLOPE OF 1:1

PERMITTED ON SIDE

ADJACENT TO GRAVEL ROAD).

BOTTOM ELEV.=2.25

BOTTOM L x W: 4m x 1m

MORTARED RIP-RAP

SEDIMENT TRAP.

BOTTOM ELEV.=2.00

BOTTOM L x W: 2m x 1m

500 mm RCP L=2.6 S=0.50%

MORTARED RIP-RAP SEDIMENT TRAP.

BOTTOM ELEV.=2.00

BOTTOM L x W: 11.5m x 2.5m

OUTLET ELEVATION

(MUST DRAIN TO EAST)

2.040

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K E

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S U

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2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of

Engineers

U S

R M

O R

N G

I N

E E

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

P:\23308\127-23308-20002\CAD\MED_DRAWINGS\SA-468097-10\SITE DESIGN\100_CG_GRADING AND DRAINAGE\SA-468097-10--CG2406PN.DWG 2022-03-14 MARLOWE, KEVIN

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1:400

80 16 40 m

NORTH, SCALE & DIM. NOTE

STANDARD DRAWINGS AND DETAILS NOTE

FOR PROJECT GENERAL NOTES, LEGEND, ABBREVIATIONS, EXISTING

CONDITIONS DRAWINGS, GEOTECHNICAL DRAWINGS, AND STANDARD

DETAILS, REFER TO STANDARD DRAWINGS AND DETAILS,

PROJECT # : SA-468097-3, VOLUMES 1 AND 2.

GRADING AND DRAINAGE PLAN 2406

1:400

MATCHLINE SEE SHEET MATCHLINECG-2506

GENERAL NOTES

1. ELEVATIONS OF EQUIPMENT PADS SHALL BE A MINIMUM OF 100

mm ABOVE FINISHED GRADE UNLESS OTHERWISE INDICATED OR

REQUIRED BY MANUFACTURER.

2. WHEN INSTALLING UTILITIES UNDER THIS CONTRACT,

CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND

REPLACEMENT OF EXISTING PAVEMENT SURFACES, CURBS, AND

SIDEWALKS NOT SHOWN HEREIN, BUT OTHERWISE REQUIRED TO

MAKE UTILITY CONNECTIONS, IN ACCORDANCE WITH DRAWING

DETAILS AND SPECIFICATIONS.

3. SEE DRAINAGE PROFILE FOR FURTHER DESIGN INFORMATION OF

PIPES AND STRUCTURES LOCATED ALONG A DRAINAGE

ALIGNMENT.

4. CONTRACTOR SHALL VERIFY ALL EXISTING INVERT ELEVATIONS

IN THE FIELD.

5. SEE CS- SERIES DRAWINGS FOR SEWER INFORMATION,

INCLUDING RIM ELEVATIONS ASSOCIATED WITH SEWER

STRUCTURES.

6. SEE CT- SERIES DRAWINGS FOR PAVEMENT SPOT ELEVATIONS.

7. COORDINATES AT DRAINAGE STRUCTURES REPRESENT THE

CENTER OF THE CONCRETE STRUCTURE, UNLESS OTHERWISE

INDICATED.

8. MAXIMUM SIDE SLOPES OF STORMWATER BASINS SHALL BE 4:1.

KEY PLAN

CG-2406

CG-2506

HYD E

S T A T

F P

NSC WAREHOUSE

GFE = 5.08

LIMIT OF WORK

MATCH EXISTING GRADES

AT ROAD TRANSITION

STORMWATER BASIN

BOTTOM OF SLOPE = 2.75

AREA = 853 m

STORMWATER BASIN

B…

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File details come from the government source that posted it. Updated Jul 11, 2022.