H.08.03 20211123 JR-474512_AIR TRAFFIC CONTROL TOWER_DRAWINGS_pdf.pdf

PDF 32 MB Posted Nov 29, 2021

Attached to: Construct Air Traffic Control Tower - Undisclosed location, Hashemite Kingdom of Jordan
Solicitation number: W912ER22R0006
Issued by: Department of the Army Corps of Engineers Engineering District Middle East

About this file

Written by GovTribe AI · Dec 27, 2023

This document summarizes a federal contract solicitation to construct an air traffic control tower in the Hashemite Kingdom of Jordan. The U.S. Army Corps of Engineers Engineering District Middle East is seeking to award a design-bid-build contract valued between $10-25 million for the construction of a new 12-story air traffic control tower with reinforced concrete pile foundation, steel superstructure, precast concrete facade and standing seam metal roof. The tower must include an elevator, catwalk, fire detection and suppression systems, HVAC, emergency power and required utilities to provide a complete and usable facility. The project will integrate sustainable practices and comply with DoD antiterrorism requirements. The period of performance is 750 calendar days from notice to proceed. The NAICS code is 236220 for commercial and institutional building construction and the small business size standard is $39.5 million.

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Other files

File	Type	Posted
B.08.03 AMENDMENT 0004 W912ER22R0006.pdf	PDF	Feb 2, 2022
B.08.03 AMENDMENT 0004 SPECIFICATIONS DOCUMENT.pdf	PDF	Feb 2, 2022
B.08.03 Amendment 0003 DRAWINGS DOC FOR W912ER20R0013 - 474512 ATCT UD 2.4 JORDAN 25 Jan 22_1215.pdf	PDF	Jan 27, 2022
B.08.03 Amendment 0003 W912ER22R0006.pdf	PDF	Jan 27, 2022
B.08.03 Amendment 0003 SPECIFICATIONS W912ER22R0006 - 474512 ATCT UD 2.4 JORDAN Jan 22.pdf	PDF	Jan 27, 2022
B.01.03 Amendment 0002.pdf	PDF	Jan 12, 2022
B.01.03 Amendment 0002 ATCT SITE PHOTOS.pdf	PDF	Jan 12, 2022
B.08.03 Amendment 0001 W912ER22R0006.pdf	PDF	Dec 17, 2021
H.08.03 Exhibit A Section 01 15 00 GIR 2020 03 UD 2.4 ATCT.pdf	PDF	Nov 29, 2021
B.08.02 UD 2.4 ATCT - Cost Breakdown.pdf	PDF	Nov 29, 2021
B.08.02 W912ER22R0006.pdf	PDF	Nov 29, 2021
B.08.02 W912ER22R0006 Attachments.pdf	PDF	Nov 29, 2021
B08.02 2% Tax for our contractor partners 20Oct21.pptx	PPTX presentation	Nov 29, 2021
B.08.02 CDC UD 2.4 ATCT Proposal Schedule.pdf	PDF	Nov 29, 2021
H.08.03 CDC UD 2.4 ATCT Vol 2 of 3 Div 01-12 Specifications 8 Sep 21.pdf	PDF	Nov 29, 2021
H.08.03 CDC UD 2.4 ATCT Vol 3 of 3 Div 13-33 Specifications 18 Aug 21.pdf	PDF	Nov 29, 2021

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SHEET ID

SHEET OF

MIDDLE EAST DISTRICT

AIR TRAFFIC CONTROL TOWER (ATCT)

W912ER20R0013

UD 2.4, JORDAN

JR-474512

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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

SHEET OF

3MM SHEET ID TEXT

3MM FACILITY DESIGNATOR TEXT

5MM SHEET NUMBER TEXT

3MM VARAIBLE TEXT

1.5MM CONSTANT TEXT

SYMBOLS

GENERAL REFERENCE

TEXT ATTRIBUTES

X-XXX

PLAN NORTH

XXX

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

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 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

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

US Army Corps of Engineers ®

SHEET ID

R M

Y C

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

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File Path:

Plot Date:

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C:\Users\N0ECTLCT\Documents\JR-474512 - GENERAL_N0ENMEMS.rvt

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D S

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U D

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R D

T R

C C

O N

-4

D . R

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-4

2- G

-0

T D

C H

R , V

W 2E

R2 0R

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 BALANCE TWISTED PAIR

C CELSIUS, CHANNEL, CONDUIT,

CONDUCTOR, COMMUNICATION

CA COMPRESSED AIR

CAL CALORIE

CAO COMPRESSED AIR OUTLET

CB CATCH BASIN, CIRCUIT BREAKER

CBL CABLE

CC CENTER TO CENTER, CUBIC

CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CD CANDELA, CEILING DIFFUSER

CE CIVIL ENGINEER(S)

CH COAT HOOK, CHANGING, CHILLER

CHH COMMUNICATIONS HAND HOLE

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CHU CONTAINERIZED HOUSING UNIT

CI CAST IRON

CIJ CONTROL JOINT

CIP CAST-IN-PLACE, CAST IRON PIPE

CJ CONSTRUCTION JOINT, CONTROL

JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLJ CONSTRUCTION LONGITUDINAL

JOINT

CLKG CALKING

CLR CLEAR

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

CMH COMMUNICATIONS MANHOLE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CONDUIT ONLY

COL COLUMN

COMM COMMUNICATIONS

COMPR COMPRESSOR

CONC CONCRETE

COND CONDENSER, CONDENSATE

CONSTR CONSTRUCTION

CONT CONTINUE, CONTINUOUS

COR CONTRACTING OFFICER’S

REPRESENTATIVE, CORNER,

CHANGE ORDER REQUEST

CORR CORRIDOR

CRAC COMPUTER ROOM AIR CONDITIONING

UNIT

CS CAST STONE, CARBON STEEL

CSC CONVOY SUPPORT CENTER

CSS COMPACT SUBSTATION

CTR(S) CENTER(S)

CTRL CONTROL

CU CUBIC, COPPER

CV CONTROL VALVE

CW COLD WATER

DAS DATA ACQUISITION SYSTEM

DBL DOUBLE

DBP DISTRIBUTION PANEL

DCW DOMESTIC COLD WATER

DEG C, °C DEGREES CELSIUS

DF DRINKING FOUNTAIN

DFAC DINING FACILITY

dg DECIGRAM

DG DOOR GRILL

DH DUCT HEATER

DHW DOMESTIC HOT WATER

DI DROP INLET, DRAIN INLET,

DISCRETE INPUT

DIA DIAMETER

DIP DUCTILE IRON PIPE

dL DECILITER

DL DEAD LOAD, DIESEL

dm DECIMETER

DN DOWN

DO DISCRETE OUTPUT

DP DEW POINT, DIFFERENTIAL

PRESSURE

DR DOOR, DOUBLE RIB

DV DISTINGUISHED VISITORS

DW DOMESTIC WATER

DWG DRAWING

DXCC DIRECT EXPANSION COOLING COIL

E EAST, EASTING, EXISTING

EC EDGE OF CURB, EMPTY CONDUIT

ECV EMERGENCY CONTROL VALVE

EF EACH FACE, EXHAUST FAN

EG EXHAUST AIR GRILLE

EHC ELECTRIC HEATING COIL

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 POLYETHYLENE

HDW HARDWARE

HDWL HEADWALL

HGR HANGER

HT HEIGHT

hL HECTOLITER hm HECTOMETER

HM HOLLOW METAL

HMA HOT MIX ASPHALT

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE, HEAT PUMP

HPT HIGH POINT

HQ HEADQUARTERS

HR HOUR

HRCP HEAT RECOVERY COIL PUMP

HRR HEAT RECOVERY RETURN

HRS HEAT RECOVERY SUPPLY

HV HIGH VOLTAGE

HW HOT WATER

HWC HOT WATER CIRCULATION

HWCP HOT WATER CIRCULATION PUMP

HWP HOT WATER PUMP

HWR HEATING WATER RETURN

HWS HEATING WATER SUPPLY

HEX HEAT EXCHANGER

Hz HERTZ

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSULATING FLANGE

INSUL INSULATION

INSTR INSTRUMENT

INT INTERIOR

INV INVERT

ITN INFORMATION TECHNICAL NODE

JCT JUNCTION

JOH JAMB OPENING HEIGHT

JOW JAMB OPENING WIDTH

JR JOINT REINFORCING

JT JOINT

k KILO

K KELVIN

kCAL KILOCALORIE

KCMIL THOUSAND CIRCULAR MILLS

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

KM/H KILOMETER PER HOUR

KM/S KILOMETER PER SECOND

KPA KILOPASCAL

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KVAH KILOVOLT AMPERE PER HOUR

L LITER

L/S LITER PER SECOND

LAB LABORATORY

LAV LAVATORY

LCM LOOSE CUBIC METER

LG LONG, LENGTH

LLA LOW LEVEL ALARM

LM LUMEN

LINTL LINTEL

LP LIGHT POLE

LPT LOW POINT

LPW LUMENS PER WATT

LRA LOCKED ROTOR AMPS

LSA LIFE SUPPORT AREA

LT LEFT

LTG LIGHTING

LV LOW VOLTAGE

LVR LOUVER

M METER

M2 SQUARE METER

M3 CUBIC METER

M3/S CUBIC METER PER SECOND

M/S METER PER SECOND

M MEN

MM MILLIMETERS

MA MILLIAMPERE

MA MEDICAL AIR

MACH MACHINE

MAINT MAINTENANCE

MAU MAKEUP AIR UNIT

MAV MANUAL AIR VENT

MAX MAXIMUM

MCA MINIMUM CIRCUIT AMPS

MCC MOTOR CONTROL CENTER

MCD METAL COVERED DOOR

MECH MECHANICAL

MFG MANUFACTURING

MH MANHOLE

MHO MAGNETIC HOLD OPEN

MHz MEGAHERTZ

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

mm MILLIMETER mm 2 SQUARE MILLIMETER mm 3 CUBIC MILLIMETER

MO MASONRY OPENING

MON MONITOR, MONUMENT

ms MILLISECOND

MS MOP SINK

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 TELEVISION

TW TREATED WATER

TYP TYPICAL

UGND UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UOP UNLESS OTHERWISE NOTED

UP UTILITY POLE

UPS UNINTERRUPTIBLE POWER SUPPLY

UPVC UNPLASTICIZED POLYVINYL

UR URINAL

UTIL UTILITY

V VOLT, VENT

VA VOLT AMPERE

VAC VACUUM

VAM VOLT-AMMETER

VAO VACUUM OUTLET

VAP VACUUM PUMP

VB VALVE BOX, VACUUM BREAKER

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

VOLT VOLTAGE

VRLY VOLTAGE RELAY

VPC VERTICAL POINT OF CURVE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENCY

VS VENT STACK, VOLTMETER SWITCH

VSA VEHICLE SECURITY AREA

VTR VENT THRU ROOF

W/ WITH

W/O WITHOUT

WB WET BULB, WOOD BASE

WC WATER CLOSET, WALL COVERING

WCC WATER COOLING COIL

WCO WALL CLEANOUT

WFLX WEATHERPROOF FLEXIBLE CONDUIT

WHM WATT HOUR METER

WDB WATER DISTRIBUTION BOX

WG WATER GAUGE

WGL WIRED GLASS

WH WALL HYDRANT

WHS WAREHOUSE

WL WATER LINE, WIND LOAD

WM WATER METER

WS WATER SOFTENER

WSEL WATER SURFACE ELEVATION

WST WATER STORAGE TANK

WTS WATERSTOP

WV WATER VALVE

XFMR TRANSFORMER

YCO YARD CLEANOUT

YH YARD HYDRANT

YR YEAR

NOTES:

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

AND DOES NOT NECESSARILY INCLUDE ALL ABBREVIATIONS

USED. SOME ABBREVIATIONS LISTED MAY NOT HAVE BEEN

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

2. SOME ABBREVIATION REPRESENT SYMBOLS FOR UNITS OF

MEASURE, AND INTENTIONALLY INCLUDE LOWERCASE LETTERS OR

SUPERSCRIPTS.

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

STANDARD ABBREVIATION LIST

US Army Corps of Engineers ®

SHEET ID

R M

Y C

S O

D R

B Y:

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

A rm y

Co rp s of

E ng in ee rs M id dl e Ea st D is tri ct

C:\Users\N0ECTLCT\Documents\JR-474512 - GENERAL_N0ENMEMS.rvt

5/1/2020 2:11:20 PM

G-031

D A

N S

U D

, J O

R D

T R

C C

O N

-4

D . R

, C H

-4

2- G

-0

T D

C H

R , V

W 2E

R2 0R

P A

R K

G L

O T

P A

R K

G L

O T

P A

R K

G L

O T

P A

R K

G L

O T

M / F

MISSION PARTNERS INDUSTRIAL AREA

D O

R M

D O

R M

D O

R M

D O

R M

D O

R M

D O

R M

D O

R M

D O

R M

D O

R M

V O

L L E

Y B

A L L

S A

N D

V O

L L E

Y B

A L L

S A

N D

Logistics Readiness Sq (VM)

Veh Mx

Veh Ops

Civil Engineer Sq

CE Shop

Fire Stn #1

CEX/Alt UCC

Hvy Equip

Indust. Waste

EOD

CES/Admin

Communications Sq

TCF (~200'x200')

CS/Admin

TCF Admin

NCC

Security Forces Sq (MWD)

Logistic Readiness Sq (Supply)

SFS Ops

Supply

LRS/Admin

Kennel

Support

Ambulance Park

HELIPAD & MEDICAL SURGE AREA

Soccer Field

MDG Clinic

MDG Log

PERSCO

P o s t

O ff ic e

Law Ctr

AFOSI/JA

Delivery Lot

MSGECONS

LRC

Laundry

Library

ADC

Gnd Term

SATCOM

STAGE

BAR

FEMALE

AEW HQ

AAFESStorage

CP & Safety/FM

Chapel

Relig Ed Ctr

Delivery Lot

Mass Brief Theater

Gym

M / F

Pool

S a n d V o ll e y b a ll

MWR

S a n d V o ll e y b a ll

Cardio

(BY OTHERS)

VENDOR AREAS

MALE

TANK 2

GEN

X F

M R

ITN

D O

R M

TANK 2

G I

F P

WT1

U-

GEN

X F

M R

WT2

TANK 2

WT3

CHLR

. TAN

C-5

C-17 C-17

TWY LIMA

XXXX

X X

S T

A .0

P O

CM 1+000

CM 1+100

C M

CM 1+050

CM 1+150

PA 0+050

PA 0+010

PA 0+020

PA 0+030

PA 0+040

PA 0+060

L1 0+020

L1 0+010

P1 1+050

P1 1+010

P1 1+020

P1 1+030

P1 1+040

P1 1+060

P1 1+070

L2 0+020

L2 0+010

C 1+100

C 1+050

C 1+010

C 1+020

C 1+030

C 1+040

C 1+060

C 1+070

C 1+080

C 1+090

C 1+110

C 1+120

XXXX

X X

XXXX

X X

XXXX

X X

XXXX

F 2+30

8.929 STA. CM 1+0

00.000

POB

C M

S T

A D

P O

S T

A F

P O

R11 0+024

R11 0+010

R11 0+020

PA 0+010

STA. HA 2+1

83.620STA. C 1

+000.0

00 =POB

STA. 1+1

21.899POE

S T

A P

S T

A P

P O

S T A C

P I 1 S

T A

C M

STA. CM 1+1

78.570

STA. F 2

+776.2

76STA. L1

0+000

.000 =POB

STA. L1

0+30.2

4POE

STA. F 3

+957.6

90STA. L2

0+000

.000 =POB

STA. L2

0+30.2

23POE

STA. PA 0+0

66.064POE

STA. F 2

+601.2

46STA. PA 0+0

00.000

=POB

STA. F 3

+003.7

81STA. PA2 0+

000.00

0 =POB

PA2 0+020

STA. F 3

+872.0

00STA. R11

0+000

.000 =

POB

A F

P I

S T

A F

P C

S T

A F

S T

A P

P E

STA. P1

1+079

.839P0E

STA. F 3

+442.7

94STA. P1

1+000

.000 =POB

M Y

S T

C M

P O

X X

XXXX

CV-22

C-130 J-30

LOCKHEED C-130J-30

C -1

J-3

C-130 J-30

V-22

PRE

V-22 OSPREY

X X

XXXX

X X

X X X

X X

XXXX

EL=0.00

E=287863.36

N=3522976.73

PT # WL-58

C-5

C-17 C-17

TWY LIMA

XXXX

X X

S T

A .0

P O

CM 1+000

CM 1+100

C M

CM 1+050

CM 1+150

PA 0+050

PA 0+010

PA 0+020

PA 0+030

PA 0+040

PA 0+060

L1 0+020

L1 0+010

P1 1+050

P1 1+010

P1 1+020

P1 1+030

P1 1+040

P1 1+060

P1 1+070

L2 0+020

L2 0+010

C 1+100

C 1+050

C 1+010

C 1+020

C 1+030

C 1+040

C 1+060

C 1+070

C 1+080

C 1+090

C 1+110

C 1+120

XXXX

X X

XXXX

X X

XXXX

X X

XXXX

F 2+30

8.929 STA. CM 1+0

00.000

POB

C M

S T

A D

P O

S T

A F

P O

R11 0+024

R11 0+010

R11 0+020

PA 0+010

STA. HA 2+1

83.620STA. C 1

+000.0

00 =POB

STA. 1+1

21.899POE

S T

A P

S T

A P

P O

S T A C

P I 1 S

T A

C M

STA. CM 1+1

78.570

STA. F 2

+776.2

76STA. L1

0+000

.000 =POB

STA. L1

0+30.2

4POE

STA. F 3

+957.6

90STA. L2

0+000

.000 =POB

STA. L2

0+30.2

23POE

STA. PA 0+0

66.064POE

STA. F 2

+601.2

46STA. PA 0+0

00.000

=POB

STA. F 3

+003.7

81STA. PA2 0+

000.00

0 =POB

STA. PA2 0+

030.00

0POE

PA2 0+020

STA. F 3

+872.0

00STA. R11

STA. 0+0

23.874POE

S T

A F

P I

S T

A F

P C

S T

A F

STA. -0+081.88 POB

STA. 0+2

83.46POE

S T A . 0

P I #

STA. 0+038.55

PI #1

S T

A P

P E

STA. P1

1+079

.839P0E

STA. F 3

+442.7

94STA. P1

1+000

.000 =POB

M Y

S T

C M

P O

A D

P O

A D

P O

STOP

SPEEDLIMIT

515.180

515.179

IE=512.950

IE=513.796

IE=513.821

514.889

IE=514.152

IE=514.124

IE=513.571

IE=513.488

.2T

IE=512.842

IE=512.645

IE=512.677

IE=513.30

IE=513.234

IE= 514.258

IE= 514.292

IE=513.20

IE=515.000

233.4T

93.9T

92.0T

92.2T

402.8T

1757.1T

1757.8T

1762.8T

1765.9T

LOCATION

PROJECT

ATCT

BY OTHERS

AND GROUNDWATER WELL

PUMPHOUSE, WATER TANKS

PACKAGE 2 - SITE 3

BY OTHERS

CAS/ISR APRON

PACKAGE 2 - SITE 3

BY OTHERS

C130J/CV22 APRON

PACKAGE 2 - SITE 3

BY OTHERS

C5/C17 APRON

PACKAGE 2 - SITE 2

BY OTHERS

FLIGHT LINE ROAD

PACKAGE 2 - SITE 2

BY OTHERS

FLIGHT LINE ROAD

PACKAGE 2 - SITE 2

BY OTHERS

ENTRY CONTROL POINT

PACKAGE 2 - SITE 2

BY OTHERS

LSA

PACKAGE 1

ECP

CONSTRUCTION

EXISTING

HAUL ROUTE

STAGING AREA

40mx50m

CONTRACTOR

0+050

0+100

0+150

0+200

0+250

STA. 0+0

00.00

POB

STA. 0+2

68.39

POE

515.112'

515.722'

T A

N K x .5 x .5 m

M .H

W a te r

V a lv e

W a te r

V a lv e ele cable big MH elec pip e 7

E L L

H c a b le s u n d e r g ro u n d ca b le s u n d e r g ro u n d com m cables under ground c o m m c a b le s u n d e r g ro u n d c o m m c a b le s u n d e r g ro u n d c o m m c a b le s u n d e r g ro u n d

T E M

H S

T E M

H S

MHS

fence

M .H .s

M .H .s elec pip e 7 elec pip e 7

C O

N C R E T E B

O X C

E R T S

D O

U B

900m m X 1829m m

F L

O W

514.735

514.695

514.660

514.735 514.735 514.735 514.735 514.735 514.735 514.735 514.735 514.735 514.735 514.735 514.735 514.735 514.735 514.735 514.735 514.735 514.735 514.735 514.735 514.736 514.735 514.735 514.735

514.660

514.620

514.580

514.541

514.50

514.030

514.110

514.180

514.260

514.340

514.420 514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.030 514.030 514.030 514.030 514.030 514.030 514.030 514.030 514.030 514.030 514.030 514.030

514.030 514.030

514.030

514.030 514.030 514.030 514.030 514.030 514.030 514.030 514.031 514.030 514.030 514.030 514.030

514.030

514.735

514.695

514.283

514.839

515.20

2 -- 1, 800mm X 9

00mm

CV2760

BOX CULVERT

- 3 m m R

C P

C V -C

M R -1

F L

O W

600mm RCP

CV-1995

300mm RCPCV-FLR -R-223

1 - 600 mm RCPCV-3845

1 - 600 mm RCPCV3600

- 3 m m R

C P

C V -D

U M

P S

T E

1 - 300 mm RCPCV-FLR -L 277

514.75

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

514.695

514.660

514.620

514.580

514.540

514.500

514.420

514.340

514.260

514.180

514.110

513.884

514.274

514.087

513.846

513.987

513.950

513.762

P O

X X

XXXX

CV-22

C-130 J-30

LOCKHEED C-130J-30

C -1

J-3

C-130 J-30

V-22

PRE

V-22 OSPREY

X X

XXXX

X X

X X X

X X

XXXX

C C

C C C

C C

514.317

512.28

512.31

450mm RCPCV-CMY

513.39

513.59

513.41

513.91

513.86

513.82

513.76

513.70

513.76

513.88

513.65

513.80

513.89

513.80

513.91

513.65

513.78

513.85

513.76

513.71

513.72

513.73

513.87

513.895

513.889 513.866

513.844

513.902

513.908

513.817

513.761 513.755

513.896 513.878

513.808

513.822

513.858

513.862

513.874

513.931

513.937

513.796 513.777

514.16

514.11

514.08

514.04

513.99 513.95

514.07

514.03 513.99

514.03

514.04

513.94

513.96

513.99

514.12

513.98

2 - 450 mm RCPCV4375

1 - 525 mm RCPCV-FLR -L-396

IE=514.036

514.170

514.159 514.141

514.112

514.130

514.147

514.118 514.101

514.084

514.135

514.067

514.019 514.000

513.980

513.952

513.972

513.992

513.965 513.945

513.924

513.917

513.938

513.911

513.933

514.169

514.173

514.145

514.165

514.158 514.139

514.120

514.150 514.132

514.113 514.094

514.069

514.087

514.105

514.124

514.143

514.162

514.172 514.154

514.135 514.116

514.098 514.079

514.061 514.042

514.165 514.146

514.127 514.109

514.090 514.072

514.053 514.034 514.015

514.154 514.135

514.119 514.098

514.082 514.064

514.045 514.027

514.008 513.990

514.123

514.151 513.985

514.011

513.931

513.960

514.039

513.941

513.974

513.941

513.942

513.951

513.989

514.016

514.028

514.119

514.145

514.132

514.127

514.057

IE=514.0541-300

mm RCPCV-FLR -R-300

514.312

514.125 514.108

514.074 514.057

514.040

514.164

514.095

513.959

513.980

514.075

514.150

514.084

514.018

514.157

514.090

514.151

514.084

514.018

514.151

514.024 514.001

514.23

514.31 514.29

514.26

514.36

514.21

514.36

514.42

514.28 514.25

514.21

514.36

514.25

514.22

514.33

514.19

514.43

514.418 514.400

514.427

514.401

514.420

514.375

514.393

514.412

514.431

514.423 514.404

514.386 514.367

514.348

514.322

514.341

514.360

514.378

514.397

514.415

514.434

514.422

514.396

514.415

514.433

514.423 514.406

514.388 514.370

514.431 514.413

514.397 514.380

514.362 514.343

514.317

514.336

514.354

514.370

514.387

514.404

514.421

514.428 514.411

514.395 514.378

514.361 514.344

514.327 514.309

514.291

514.419 514.402

514.385 514.369

514.352 514.335

514.318 514.301

514.283 514.265

514.427 514.410

514.393 514.376

514.359 514.342

514.326 514.309

514.292

514.379

514.395

514.411

514.383 514.367

514.352

514.324

514.339

514.353

514.325 514.311

514.297

514.233 514.216

514.198

514.188

514.204

514.176

514.282

514.339

514.426 514.408

514.389 514.371

514.419 514.400

514.382 514.363

514.345

514.318

514.337

514.355

514.374

514.393

514.411

514.430

514.404 514.385

514.366 514.348

514.329 514.311

514.292

514.377 514.359

514.340 514.322

514.303 514.285

514.266 514.248

514.274

514.300

514.355 514.333

514.314 514.295

514.277 514.258

514.240 514.221

514.195

514.214

514.232

514.251

514.269

514.288

514.306

514.325

514.299 514.280

514.262 514.243

514.225 514.206

514.187

514.352 514.334

514.315

514.326 514.307

514.289

514.281 514.263

514.297 514.277

514.270 514.252

514.226

514.244

514.199

514.218

514.237

514.255

514.229 514.211

514.192

514.184

514.203

514.177

514.180

514.198

514.217

514.236

514.254

514.228 514.209

514.191

514.202 514.183

514.220

514.239

514.257

514.275

514.249 514.232

514.213 514.193

514.175

514.434 514.417

514.400 514.383

514.367 514.349

514.333 514.316

514.300 514.283

514.266

514.250

514.193

514.187

514.273

514.246

514.304

514.328

514.354

514.381

514.435

514.409

514.382

514.355

514.373

514.391

514.410

514.429

514.390

514.406

514.423

514.426

514.362

514.397

514.335

514.180

514.195 514.219

514.248

514.331

514.392

514.341

514.347

514.340

514.325

514.258 514.240

514.227

514.368

514.309

514.345

514.217 514.289

514.223

514.217

514.416

514.349

514.283

514.422

514.416

514.349

514.356

514.222

514.177

514.409

514.345

514.259 514.259 514.259

514.216

514.48

514.45

514.44

514.692 514.675

514.658 514.641

514.684 514.668

514.694 514.676

514.658 514.639

514.620 514.602

514.583 514.565

514.650

514.623 514.604

514.586 514.567

514.549 514.530

514.511 514.493

514.519

514.546

514.538

514.557

514.575

514.594

514.613

514.631

514.474 514.456

514.437

514.453

514.446

514.472

514.445

514.464

514.490

514.464

514.438

514.483

514.482

514.501

514.527 514.509

514.501

514.520

514.539

514.512 514.494

514.475 514.457

514.449

514.468

514.486

514.557

514.576

514.550 514.531

514.505

514.523

514.479 514.460

514.497

514.594

514.613

514.632

514.650

514.668

514.642 514.624

514.605 514.587

514.568

514.542

514.560

514.579

514.598

514.616

514.632

514.659

514.685

514.606 514.590

514.571 514.553

514.534 514.516

514.441

514.452

514.471

514.490

514.508

514.527

514.545

514.563

514.580

514.597

514.623

514.649

514.676

514.692

514.666

514.640

514.614

514.631

514.657

514.683

514.673

514.690

514.681 514.664

514.647

514.690 514.672

514.655 514.638

514.621 514.605

514.588 514.571

514.554 514.537

514.519

514.681 514.663

514.646 514.629

514.612 514.595

514.579 514.562

514.545 514.528

514.511 514.493

514.689 514.672

514.654 514.637

514.620 514.603

514.585 514.569

514.552 514.535

514.518 514.501

514.485 514.467

514.680 514.663

514.645 514.628

514.611 514.594

514.576 514.559

514.542 514.526

514.509 514.492

514.475 514.459

514.441

514.501

514.474

514.448

514.449

514.466

514.484

514.500

514.516

514.533

514.550

514.568

514.585

514.602

514.619

514.636

514.654

514.627 514.610

514.593 514.576

514.559 514.541

514.524 514.507

514.490 514.474

514.457 514.440

514.600 514.584

514.567 514.550

514.532 514.515

514.498 514.481

514.464 514.447

514.438

514.454

514.472

514.489

514.506

514.524

514.540

514.557

514.573

514.547 514.530

514.514 514.497

514.480 514.462

514.445

514.521 514.504

514.487 514.470

514.454 514.436

514.494 514.477

514.460 514.443

514.482 514.463

514.445

514.456 514.437

514.484 514.468

514.451

514.448

514.466

514.482

514.501

514.519

514.540

514.559

514.578

514.596

514.614

514.631

514.648

514.665

514.682

514.697

514.670

514.643

514.617

514.590

514.563

514.538

514.510

514.455 514.439

513.963

514.645 514.685

514.580 514.603

514.543

514.482

514.676

514.616

514.555

514.489

514.603

514.543

514.482

514.641

514.93

514.85

514.871

514.860 514.843

514.826 514.810

514.793 514.776

514.887 514.870

514.853 514.836

514.819 514.802

514.785

514.759 514.742

514.768

514.725

514.752

514.778 514.762

514.735

514.709

514.718 514.701

514.745 514.728

514.711

514.702

514.719

514.709

514.736

514.769 514.752

514.726

514.743

514.716 514.700

514.707

514.734

514.760

514.786

514.795

514.812

514.829

514.846

514.863

514.880

514.896

514.913

514.889

514.854 514.837

514.820 514.803

514.777

514.794

514.768 514.751

514.724

514.742

514.759

514.776

514.794

514.811

514.837 514.819

514.802 514.785

514.811

514.828

514.846

514.863

514.785 514.768

514.750 514.733

514.716 514.699

514.759 514.741

514.724 514.707

514.732 514.715

514.698

514.706

514.152

514.698

514.781 514.764

514.749 514.732

514.715

514.877

514.903

514.930

514.909

514.881

514.855

514.829

514.801

514.776

514.749

514.723

514.814

514.799

514.850

514.139

514.757 514.714

514.800

514.829

514.833

514.817

514.803

IE= 514.600

IE= 514.300

- 3 m m R

C P

C V -P

U M P -1

IE= 514.350

IE= 514.500

- 3 m m R

C P

C V

-IT

514.307

514.377

514.361

514.287

514.291

514.367

1.0%

1.0% 1.0%

C C

1.0% 1.0%

C C

P O

..\01 PRE-AWARD\02 Engineering\CAD Drawings\Site Design\Civil\JR-474512--CD011PN.dgn

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D E

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S U

B M

T E

D B

D A

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C O

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C T N

C H

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A W

N B

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2 3 4 5 6 7 8 9 10

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US Army Corps

U .S

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O R

P S O

F E

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E E

-4

C S

G N .d g n

C-001

C O

O N

A F

R E

E M

A N

O V

E R

A L L L

O C

A T

N P

L A

SCALE: 1:6000

PROJECT LOCATION MAP AND HAUL ROUTE

U D .4 J

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D A

R A

F F

O N

T R

O L T

O W

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A T

C T

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

GENERAL SHEET NOTES

J R -4

G L

B R

U A

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-1

C H

E S

T E

V A

-1

P .O

B O

D L E E

A S

T D

T R

P L

O T D

A T

E N

A M

E D

E S

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

F E

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J R -4

C S

G N .d g n

LIMITS OF CONSTRUCTION

STORM CULVERT

TOP OF DITCH

MINOR CONTOUR LINE

MAJOR CONTOUR LINE

VEGETATION

AIRFIELD LIGHTING

BUILDING FOOTPRINT

ROAD OR TAXIWAY OUTLINE

BELOW GROUND

ELECTRICAL AIRFIELD LIGHTING

ABOVE GROUND

TELECOMMUNICATIONS LINE

BELOW GROUND

TELECOMMUNICATIONS LINE

PAVEMENT MARKING

AIRFIELD SURFACE

BELOW GROUND

ELECTRICAL LINE

BELOW GROUND

WATER LINE

ABOVE GROUND

ELECTRICAL LINE

MANHOLE

TELECOMMUNICATION

CONCRETE VEHICLE BARRIER

THRUST BLOCK

GATE VALVE

SANITARY SEWER MANHOLE

FIRE HYDRANT

BOX CULVERT

X CHAIN LINK SECURITY FENCE

C-003

ABBREVIATIONSLEGEND CIVIL NOTES

EROSION PROTECTION

FLOW

G E

N E

R A

L C

E G

E N

D A

N D A

B B

R E

N S

USACE

TYP

SPT

STA

SPEC

PVI

PSI

POE

POB

PCC

NTS

N mm

MIN

MAX

HMA

FFLE

EXIST

ELEC

DIA

COR

COM, COMM

APPROX

ACP

WIDTH

US ARMY CORPS OF ENGINEERS

TYPICAL

STANDARD PENETRATION TEST

STATION

SPECIFICATION

SLOPE

RIGHT

POINT OF VERTICAL INTERSECTION

POUNDS PER SQUARE INCH

POINT OF ENDING

POINT OF BEGINNING

PORTLAND CEMENT CONCRETE

OUTSIDE DIAMETER

NOT TO SCALE

NUMBER

NORTH, NORTHING

MILLIMETER

MINIMUM

MAXIMUM

METER

LEFT

LENGTH

KILOGRAM

INVERT ELEVATION

INSIDE DIAMETER

HIGH VOLTAGE

HOT MIX ASPHALT

FINISH FLOOR ELEVATION

EXISTING

ELECTRICAL

ELEVATION

EAST, EASTING

DIAMETER

CONTRACTING OFFICER'S REPRESENTATIVE

COMMUNICATIONS

CENTERLINE

APPROXIMATE

ASPHALTIC CONCRETE PAVEMENT

XXXX

PAVEMENT PCC

PAVEMENT AC====

BOLLARD REMOVABLE

BOLLARD PERMANENT

TIE DOWN

COMBINATION AIR RELIEF/VACUUM VALVE

CAP

NON-POTABLE WATER

SANITARY SEWER MAIN

FORCE MAIN

FUEL LINE EASEMENT

FLOW DIRECTION

SAWED CONTRACTION JOINT

DOWELED CONTRACTION JOINT

DOWELED CONSTRUCTION JOINT

CONSTRUCTION JOINT WITH TIE BARS

THICKENED EDGE JOINT

THICKENED EDGE EXPANSION JOINT

ROUND CULVERT

PAVEMENT ASPHALT

0000 PAVEMENT AGGREGATE

U D .4 J

O R

D A

R A

F F

O N

T R

O L T

O W

E R

A T

C T

BUILDINGS (AND THE CORRESPONDING ADDITIONAL FLOW) IS BROUGHT ONLINE.

SYSTEM WILL BE UTILIZED INITIALLY WHILE THE GRAVITY SEWER SYSTEM WILL BE AVAILABLE FOR FUTURE USE ONCE MORE

LINES CONNECTING TO THE PACKAGE 2 SANITARY SEWER SYSTEM. AS SHOWN IN THE DESIGN, THE SEPTIC TANK & DRAINFIELD

SANITARY SEWER DESIGIN CONSISTS OF BOTH A SEPTIC TANK & DRAINFIELD SYSTEM AND GRAVITY SANITARY SEWER 1.

J R -4

A J F

G L

F E

B R

U A

R Y

P1 1+

PA 0+0

10 S

T A P

S T

A P

P O

STA. F 3

+003.7

81STA. PA2 0+

000.00

0 =POB

STA. PA2 0+

030.00

0POE

PA2 0+

STA. F 3

+872.0

00STA. R11

STA. 0+0

23.874POE

S T

A P

P E

STA. P1

1+079

.839P0E

STA. F 3

+442.7

94STA. P1

1+000

.000 =POB

CMH55

CMH56

CMH57

CMH59

CMH60

CMH61

CMH62

135m

108m

109m m

58m m m

140m m

130m

130m m

105m

CHH57

CMH58

CHH60

CMH63

CMH63A

.25

516.2

516.25

516.2

516.25 516.25

516.25

.25

516.25

515.75

517.25

.25

517.25

.25

517.00

.00

517.00

.00

517.00

7.0

.00

516.00

516.0

6.0

516.00

6.0

516.00

516.75

516.

.75

516.75

516.50

516.5

516.50

6.5

518.50

8.5

7.7

517.75

517.

7.7

518.25

8.2

518.25

518.00

8.0

518.00

515.7

514.50

515.25

515.25 515.25

515.25

515.

515.75

.75

515.75

515.50

515.5

.50

515.50

514.75 .7

514.75

6 7

S T

A P

S T

A P

P O

STA. F 3

+003.7

81STA. PA2 0+

000.00

0 =POB

STA. F 3

+872.0

00STA. R11

A P

P E

STA. P1

1+079

.839P0E

STA. F 3

+442.7

94STA. P1

1+000

.000 =POB

515.75

514.75515.2

515.7

516.25

516.00

516.0

516.00

.00

516.0

515.75

515.7

.75

515.75

515.75 5 .7

515.7

515.75

514.25

514.2

514.5

514.50

514.75

514.7

514.75

514.7

514.75

514.7

515.00

515.0

515.00

.00

515.00

515.0

515.00

515.0

515.00

515.0

515.00

515.0

515.25

515.2

515.25

515.2

515.25

515.2

5.2

515.25

515.2

515.25

515.5

515.50

.50

515.5

515.50

515.5

515.7

515.75

515.00

514.75515.2

515.50

515.7

.25

515.50

-1

L O

T D

A T

C H

E S

T E

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-1

P .O

B O

D L E E

A S

T D

T R

E N

A M

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

GENERAL SHEET NOTES

SHEET KEYNOTES

E D

E S

C-011

J R -4

C D

N .d g n

E X

G C

O N

N S D

E M

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O N

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O L T

O W

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C T

050 50 100

1:1500

DETAIL C-518

SAW CUT AND INTERFACE NEW PAVEMENT WITH EXISTING PAVEMENT, SEE 11.

STAGING AREA FOR CONSTRUCTION CONTRACTOR10.

NEW CONSTRUCTION.

EX. ELECTRIC LINE MAY NEED TO BE ADJUSTED IN LOCATION/ELEVATION PER 9.

EX. TELECOMMUNICATIONS LINE AND HANDHOLES FROM PACKAGE 28.

EX. ELECTRIC MANHOLE FROM PACKAGE 27.

EX. SANITARY SEWER FROM PACKAGE 26.

EX. WATERLINE FROM PACKAGE 25.

EXISTING HV 11K ELECTRIC, APPROXIMATE DEPTH 0.85 METERS4.

EXISTING ITN BUILDING AND PUMP HOUSE FROM PACKAGE 23.

EXISTING ASPHALT FLIGHTLINE ROAD FROM PACKAGE 22.

LIMITS OF CLEARING AND GRADING FOR AIR TRAFFIC CONTROL TOWER1.

SURVEY CONTROL COORDINATES WILL BE PROVIDED AFTER AWARD.3.

EXISTING SWALE.

ATCT SITE CONTAINS SOME MINOR SHRUBS AND VEGETATIONS ALONG THE 2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

-4

A F

R E

E M

A N

A F

R E

E M

A N

H O

R D

U S

K Y

B R

U A

R Y

5.50

7.30

5.50

////0

S T

A . 0

P O

S T

A . 0

P O

S T

A . F

S T

A . P

P O

..\01 PRE-AWARD\02 Engineering\CAD Drawings\Site Design\Civil\JR-474512--CS101PN.dgn

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T D

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A M

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

GENERAL SHEET NOTES

SHEET KEYNOTES

CALLOUTS

E D

E S

J R -4

C S P

N .d g n

1:500

10 10 20 30 40

E P

L A

A F

R E

E M

A N

A F

R E

E M

A N

C-101

15R

U D .4 J

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F F

O N

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O W

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A T

C T

COORDINATES WILL BE PROVIDED AFTER AWARD.

SEE SHEET C-003 FOR LEGEND.2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

J R -4

H O

R D

U S

K Y

FIRE PUMP ENCLOSURE15.

14. STOP SIGN, SEE DETAIL SHEET C-517

13. MIN. 9m WIDE GATE, SEE DETAIL SHEET C-512, OPTION 2

12. 2.4m FENCE, SEE DETAILS C-511 & C-512, OPTION 2

11. TRASH ENCLOSURE, SEE DETAIL SHEET C-513

10. EXISTING FLIGHTLINE ROAD FROM PACKAGE 2

9. 3m GRAVEL PULLOFF

8. 5.5m GRAVEL MAINTENACE ACCESS DRIVE

7. GRAVEL PARKING LOT (OPTION 1 FOR ASPHALT PARKING LOT)

6. 0.6m GRAVEL SHOULDER

5. 7.6m ASPHALT ACCESS DRIVE (SEE SHEET C-601 FOR ROAD SECTION)

4. AIR TRAFFIC CONTROL TOWER

3. TRANSFORMER PAD (2m x 2m)

2. GENERATOR PAD (4.9m x 8.5m)

1. 1.5m CONCRETE SIDEWALK (TYP.)

F E

B R

U A

R Y

516 516

515.75

516.00

516.50

516.25

6.2

516.25

6.2

F 3+500

F 3+450

F 3+550

S T

A . F

S T

A . P

P O

F 3+500

F 3+450

F 3+550

S T

A . F

S T

A . P

P O

515.75

F 3+600

F 3+550

F 3+600

F 3+550

EDGE OF ROADWAY

MATCH EXISTING

EXISTING GROUND

FINISHED GRADE

EX. IE=515.00

EXISTING 600mm RCP FROM PACKAGE 2

516.41

516.95

FFE=517.00

516.925

516.64

516.70

516.58

516.14515.96

515.91

515.78

517.00

516.98 xxx.xx

516.375

516.285

516.85

GROUND

P A

D E

L E

516.52 516.45

516.80

516.98515.75

515.75

515.50

516.25

516.75

516.50

516.25

516.00

516.75

5.7

516.50

516.75

6.7

516.75

516.00 516.25

516.25

516.50

516.25 516.50

516.75 517.00

517.00 516.75

516.50

516.50 516.75

.00 517.00

IE=515.25

IE=515.17

.0 .2

////0

S T

A . 0

P O

S T

A . 0

P O

V I

A C

C E

S S R

O A

N T

O E

X P

A V

E M

E N

E L .5

U L

V E

R T X

ATCT ACCESS ROAD

0+000 0+050 0+100 0+150 0+200 0+250 0+300

E L E

P V

E L E

P V I .0

E L E

P V

E L E

GRADE = 0.59%

GRADE = -0.20%

E N

D A

C C

E S

S R

O A

D C /L

E L .1

V E

R T

A L C

U R

V E

H P

S T

A R

T A

C C

E S

S R

O A

C /L E

T F

H T

E R

O A

E L .5

L = 100 METERS

5.7

-1

T D

A T

C H

E S

T E

V A

-1

P .O

B O

D L E E

A S

T D

T R

E N

A M

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

J R -4

C G

N .d g n

GENERAL SHEET NOTES

SHEET KEYNOTES

E D

E S

A J F

G L

C-201

1:500

10 10 20 30 40 NN

SCALE: 1:500

GRADING PLAN

ATCT ACCESS ROAD PROFILE

SCALE: 10H:2V

G R

A D

G P

L A

N A

N D P

R O

U D .4 J

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D A

R A

F F

O N

T R

O L T

O W

E R

A T

C T

PLAN INSET

SEE PLAN INSET FOR CONTINUATION

SEE SHEET C-003 FOR LEGEND2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

CONSTRUCTION LIMITS, APPROXIMATE8.

SEPTIC LEACH FIELD7.

CULVERT, 450mm RCP, WITH HEADWALLS, SEE DETAIL SHEET C-514/515/5166.

NECESSARY TO ACHIEVE PROPER GRADING

ADJUST LOCATION/ELEVATION OF EXISTING ELECTRIC CABLE AS 5.

4. CULVERT, 380mm RCP, WITH HEADWALLS, SEE DETAIL SHEET C-514/515/516

EXISTING FLIGHTLINE ROAD DITCHES3.

ROADSIDE DITCHES2.

PROPOSED DRAINAGE DIVERSION DITCH1.

F E

B R

U A

R Y

J R -4

F 3+400

F 3+500

F 3+600

F 3+450

F 3+550

S T

A . F

S T

A . P

P O

F 3+400

F 3+500

F 3+600

F 3+450

F 3+550

S T

A . F

S T

A . P

P O

F 3+400

F 3+500

F 3+600

F 3+450

F 3+550

S T

A . F

S T

A . P

P O

S S

PACKAGE 2

MANHOLE FROM

SEWER

SANITARY

TIE TO EXISTING

S S

C O

S S

////0

S T

A . 0

P O

S T

A . 0

P O

..\01 PRE-AWARD\02 Engineering\CAD Drawings\Site Design\Civil\JR-474512--CU401PN.dgn

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B O

D L E E

A S

T D

T R

E N

A M

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

GENERAL SHEET NOTES

SHEET KEYNOTES

CALLOUTS

E D

E S

J R -4

C U

N .d g n

A J F

G L

C-401

1:500

10 10 20 30 40

U T

Y P

L A

MH A

MH B

MH C

MH D

U D .4 J

O R

D A

R A

F F

O N

T R

O L T

O W

E R

A T

C T

COORDINATES PROVIDED AFTER AWARD

SEE SHEET C-420 FOR SANITARY PROFILES AND INVERTS.3.

SEE SHEET C-003 FOR LEGEND2.

F E

B R

U A

R Y

J R -4

PAVEMENT

CONCRETE ENCASEMENT FOR CONDENSATE/STORM PIPE UNDER VEHICLE 21.

SLOPE, I.E. AT BUILDING EDGE=516.12, I.E. AT CHANNEL OUTFALL = 516.00

150mm CONDENSATE/STORM PIPE (CONTINUED FROM PLUMBING) AT 0.50% 20.

CULVERT, 450mm RCP19.

100mm DOMESTIC SERVICE LINE18.

200mm x 200mm x 200mm TEE, 100mm REDUCER FOR DOMESTIC SERVICE LINE17.

16. CULVERT, 380mm RCP

15. CONCRETE ENCASEMENT FOR SEWER PIPE UNDER DRAINAGE CHANNEL

SANITARY SEWER NETWORK. (SEE SPECIFICATIONS.)

14. PLUGGED OUTLET ON SOUTH SIDE OF MANHOLE FOR FUTURE OUTFALL TO

13. CLEAN OUT, SEE DETAIL SHEET C-505

RECOMMENDATION.

GENERIC AND SHALL BE PER FIRE PUMP MANUFACTURER'S

12. FIRE PUMP ENCLOSURE, SEE XF DRAWINGS. SIZE AND LAYOUT ARE

11. CHILLER PADS

10. SEPTIC DISTRIBUTION BOX AND DRAIN FIELD, SEE DETAIL SHEET C-508

9. NEW 200mm X 200mm X 200mm TEE, 200mm GATE VALVE

8. EXISTING 200mm WATERLINE

7. EXISTING 300mm WATERLINE

6. SEPTIC TANK, 4.3 M^3, SEE DETAIL SHEET C-507

5. SANITARY MANHOLE

4. 200mm SANITARY SEWER (TYP.)

3. 100mm FIRE WATER LINE

2. FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET C-503

1. NEW 200mm WATERLINE

F 3+600

F 3+450

F 3+550

S T

A . F

S T

A . P

P O

F 3+400

F 3+500

F 3+600

F 3+450

F 3+550

S T

A . F

S T

A . P

P O

F 3+400

F 3+500

F 3+600

F 3+450

F 3+550

S T

A . F

S T

A . P

P O

S S

PACKAGE 2

MANHOLE FROM

SEWER

SANITARY

TIE TO EXISTING

S S

C O

S S

////0

S T

A . 0

P O

S T

A . 0

P O

..\01 PRE-AWARD\02 Engineering\CAD Drawings\Site Design\Civil\JR-474512--CU401PN.dgn

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P .O

B O

D L E E

A S

T D

T R

E N

A M

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

GENERAL SHEET NOTES

SHEET KEYNOTES

CALLOUTS

E D

E S

J R -4

C U

N .d g n

A J F

G L

C-401

1:500

10 10 20 30 40

U T

Y P

L A

MH A

MH B

MH C

MH D

U D .4 J

O R

D A

R A

F F

O N

T R

O L T

O W

E R

A T

C T

COORDINATES PROVIDED AFTER AWARD

SEE SHEET C-420 FOR SANITARY PROFILES AND INVERTS.3.

SEE SHEET C-003 FOR LEGEND2.

F E

B R

U A

R Y

J R -4

PAVEMENT

CONCRETE ENCASEMENT FOR CONDENSATE/STORM PIPE UNDER VEHICLE 21.

SLOPE, I.E. AT BUILDING EDGE=516.12, I.E. AT CHANNEL OUTFALL = 516.00

150mm CONDENSATE/STORM PIPE (CONTINUED FROM PLUMBING) AT 0.50% 20.

CULVERT, 450mm RCP19.

100mm DOMESTIC SERVICE LINE18.

200mm x 200mm x 200mm TEE, 100mm REDUCER FOR DOMESTIC SERVICE LINE17.

16. CULVERT, 380mm RCP

15. CONCRETE ENCASEMENT FOR SEWER PIPE UNDER DRAINAGE CHANNEL

SANITARY SEWER NETWORK. (SEE SPECIFICATIONS.)

14. PLUGGED OUTLET ON SOUTH SIDE OF MANHOLE FOR FUTURE OUTFALL TO

13. CLEAN OUT, SEE DETAIL SHEET C-505

RECOMMENDATION.

GENERIC AND SHALL BE PER FIRE PUMP MANUFACTURER'S

12. FIRE PUMP ENCLOSURE, SEE XF DRAWINGS. SIZE AND LAYOUT ARE

11. CHILLER PADS

10. SEPTIC DISTRIBUTION BOX AND DRAIN FIELD, SEE DETAIL SHEET C-508

9. NEW 200mm X 200mm X 200mm TEE, 200mm GATE VALVE

8. EXISTING 200mm WATERLINE

7. EXISTING 300mm WATERLINE

6. SEPTIC TANK, 4.3 M^3, SEE DETAIL SHEET C-507

5. SANITARY MANHOLE

4. 200mm SANITARY SEWER (TYP.)

3. 100mm FIRE WATER LINE

1. NEW 200mm WATERLINE

F 3+600

F 3+450

F 3+550

S T

A . F

S T

A . P

P O

F 3+400

F 3+500

F 3+600

F 3+450

F 3+550

S T

A . F

S T

A . P

P O

F 3+400

F 3+500

F 3+600

F 3+450

F 3+550

S T

A . F

S T

A . P

P O

M V

M H

(E X

M H

U C

T B

A N

T A

L L G

E N

T L E S

W E

E P

G E

MVMVMVMVMV

M H

U C

T B

A N

T A

L L G

E N

T L E S

W E

E P

G E

M V

T -1

U D

T -1

U D

S T -A

T C

U D

G E

C M

A C

M H

C M

H E

S S

C O

S S

C M

A C

M H

C M

H E

////0

S T

A . 0

P O

S T

A . 0

P O

-1

T D

A T

C H

E S

T E

V A

-1

P .O

B O

D L E E

A S

T D

T R

E N

A M

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

GENERAL SHEET NOTES

SHEET KEYNOTES

E D

E S

U T

Y C

O O

R D

A T

N P

L A

J R -4

C U

N .d g n

A J F

G L

C-410

1:500

10 10 20 30 40 A1

UTILITY COORDINATION PLAN

SCALE: 1:500

U D .4 J

O R

D A

R A

F F

O N

T R

O L T

O W

E R

A T

C T

SEE SHEET C-003 FOR LEGEND.2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

PAVEMENT

CONCRETE ENCASEMENT FOR CONDENSATE/STORM PIPE UNDER VEHICLE 14.

SLOPE, I.E. AT BUILDING EDGE=516.12, I.E. AT CHANNEL OUTFALL = 516.00

150mm CONDENSATE/STORM PIPE (CONTINUED FROM PLUMBING) AT 0.50% 13.

12. CULVERT, 380mm RCP

11. NEW COMMUNICATIONS (SEE XT DRAWINGS)

10. NEW ELECTRIC (SEE XE DRAWINGS)

9. NEW 200mm X 200mm X 200mm TEE, 200mm GATE VALVE

8. EXISTING 200mm WATERLINE

7. EXISTING 300mm WATERLINE

6. SEPTIC TANK, SEE DETAIL SHEET C-507

5. SANITARY MANHOLE

4. 150mm SANITARY SEWER

3. 150mm FIRE WATER LINE

1. 150mm WATERLINE

F E

B R

U A

R Y

J R -4 m m m m m m m m

ENCASEMENT

CONCRETE

ATCT FF=517.00

520520

0+000 0+050 0+100 0+150 0+200 0+250

520520

0+000 0+050 0+100

San Sewer 02

0+290

L=103.17m 200 mm SANITARY SEWER @ 0.50%

L=92.47m 200 mm SANITARY SEWER @ 0.50%

L=64.94m 200 mm SANITARY SEWER @ 0.50%

L=21.39m

SEWER @ 1.26%

200 mm SANITARY

L=18.369m

SEWER @ 0.93%

150 mm SANITARY

L=20.24m

SEWER @ 0.83%

150 mm SANITARY

L=19 .68mSEWER @ 4.45

150 m m SANITARY

T O

P .4

S T

A .5

M H B

T O

P .2

S T

A .0

E X S

T A F

T O

P .5

S T

A .8

M H D

T O

P .3

S T

A .1

M H A

L .5

O U

T E

L .3

L .0

O U

T E

L .8

L .6

O U

T E

L .4

T O

P .5

S T

A .2

M H D

N N

E C

P L

U G

G E

D F

O R F

U T

O U

T E

L .3 m m

O U

T E

L .3

A T

C T B

S T

A .0

T R

U T

N B

O X

T O

P .4

S T

A .5

M H C

L .1

O U

T E

L .9

(P L

U G

G E

D F

O R F

U T

U R

E U

S E

O U

T E

L .3

S T

A .9

S E

P T

A N

O U

S T

A .3

S E

P T

A N

S T

A .3

O M

S T

A .5

W /L X

S T

A .6

B U

S T

S E

W E

R S

W E

E P

C U

L V

E R

T X

S T

A .5

..\01 PRE-AWARD\02 Engineering\CAD Drawings\Site Design\Civil\JR-474512--CU410PN.dgn

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B O

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A S

T D

T R

E N

A M

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

J R -4

C U

N .d g n

GENERAL SHEET NOTES

E D

E S

SCALE: 10H:2V

SANITARY PROFILE

C-420

S A

A R

Y P

R O

E S

R A

F F

O N

T R

O L T

O W

E R

A T

C T

U D .4 J

O R

D A

SEE SHEET C-003 FOR LEGEND.4.

3. WATER MAIN MINIMUM DEPTH OF BURY 1.2 M BELOW FINISHED GRADE.

2. ALL STATIONS AND DIMENSIONS ARE APPROXIMATE.

1. UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS ARE SHOWN IN METERS.

J R -4

A J F

F E

B R

U A

R Y

SCALE = N.T.S.

WATER SERVICE CONNECTION DETAIL

MAIN

TAPPING SADDLE

B L

D G F

A C

1500 mm

WATER SUPPLY LINE

CONNECT TO BUILDING

25mm CORPORATION STOP

300mm

O.D.

N.T.S.

300mm

E B

E D

G m m m m

O .D

200 mm

100 mm

BACKFILL MATERIAL

m m M

FINISH GRADE

PIPE BEDDING MATERIAL

SEWER, OR SANITARY SEWER

POTABLE WATER MAIN, STORM

m m M

CAST IRON COVER

75mm MIN.

MORTOR

EXIST. OR PROP. GRADE

75mm

BRICK OR CONCRETE

SUPPORT BOX WITH

O.D.150mm m m m m

O .D

150mm

CONCRETE

SECURED AROUND PIPE

WRAPPED AND NEATLY

POLYETHYLENE ENCASEMENT

PRECAST BLOCKS @ 1.Om C-C SPACING

SET PIPE TO LINE AND GRADE ON

OR WHERE SANITARY AND WATER MAIN SEPARATION CANNOT BE MET.

NOTE: REQUIRED FOR ROAD CROSSINGS WITH LESS THAN 1.2m COVER

& BOX

25mm CURB STOP

TYPE

SLIDING

MARKER TAPE

MAGNETICALLY DETECTABLE

300mm

28MPa)

CONCRETE PAD (MIN COMP. STRENGTH

VALVE SET ON 300mm X 300mm

SCALE = N.T.S.

TYPICAL TRENCH DETAIL

SCALE = N.T.S.

PIPE CONCRETE ENCASEMENT DETAIL

SCALE = N.T.S.

VALVE BOX INSTALLATION

EXISTING PAVEMENT

SIDEWALK TO MATCH

OR REPLACE CONCRETE

(IF SOIL IS AVAILABLE)

SEEDING & MULCHING

REPLACEMENT WITH

100mm MIN. TOPSOIL

GRADE ELEVATION.

TOP OF BOX AT FINISHED

MUELLER H10357 WILL SUFFICE.

ADJUSTABLE BOX SUCH AS

A TWO PIECE,

FOR VALVES 1220mm DEEP AND SHALLOWER, NOTE: VALVE BOX

ADJUSTABLE CAST IRON

2 OR 3 PIECE

TO NATURAL GROUND

COMPACTED BACKFILL

FOR 48.8 DEGREES CELSIUS*

25mm SCHEDULE 80 CPVC DE-RATED

LARGER THAN 50mm SHALL BE CORROSION RESISTANT DUCTILE IRON PIPE PER 33 11 00

DRAINAGE AND ANTI-FREEZING PROVISIONS WHERE APPLICABLE. ALL SERVICE LINES AND CONNECTIONS

SHALL CONSIST OF 50mm CONNECTION WITH TAP NEAR END OF PIPE, DISCHARGE TO SURFACE

STOP SHALL BE SIZED ACCORDINGLY. BLOWOFF VALVES LOCATED AT DEAD ENDS OF WATER MAINS

*DETAIL TYPICAL FOR 20mm THRU 50mm CONNECTIONS, SIZE OF CORPORATION STOP, TUBING AND CURB

ONLY.)

LOOSE LIFTS ARE FOR PIPE BEDDING MATERIAL

PIPE BEDDING AND COMPACTION REQUIREMENTS.

(SEE SPECIFICATION 31 00 00 EARTHWORK FOR

LIFTS

MATERIAL COMPACTED IN 150mm LOOSE

PIPE BEDDING MATERIAL

BACKFILL MATERIAL TO BE FULL DEPTH

A) UNDER & WITHIN 1.5M OF PAVED AREAS

-1

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A T

C H

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P .O

B O

D L E E

A S

T D

T R

E N

A M

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

J R -4

C S

D T .d g n

A F

R E

E M

A N

W A

T E

R U

S V

A L

V E B

O X

C O

E D

E S

C-501

E T

R A

F F

O N

T R

O L T

O W

E R

A T

C T

U D .4 J

O R

D A

-4

B R

U A

R Y

"A"

T R

E N

T H

E N

150 150

"A"

"B"

T R

E N

T H

"A"

T R

E N

T H

TEE A B C

BA C

400600

CROSS SECTION PLAN VIEW

CROSS SECTION

PLAN VIEW

GATE VALVE

SCALE: NONE SCALE: NONE

PLAN VIEW

PVC PIPE OR DIP

PLAN VIEW

CROSS SECTION

NOTE 8

CROSS SECTION

PLAN VIEW

SCALE: NONE

BLOCKING DETAIL FOR DEADEND AND BRANCHES

LIFTIN…

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