B.08 CDC DRAWINGS_VOL 4_PR-201901_JTC_22 JUN 2021.pdf

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CAMP SANTIAGO, SALINAS, PUERTO RICO

PUERTO RICO ARMY NATIONAL GUARD (PRARNG)

CAMP SANTIAGO JOINT TRAINING CENTER

TRANSIENT TRAINING (TT) PN 431848, TT PN 431852, TT PN 431849)

GENERAL

VOLUME COVER SHEET

VOLUME 4 - STANDARD NOTES AND DETAILS

U.S. ARMY CORPS OF ENGINEER S

JACKSONVILLE DISTRICT

701 SAN MARCO BLVD.

JACKSONVILLE, FL 32207

TRANSATLANTIC MIDDLE EAST DISTRICT

201 PRINCE FREDERICK DRIVE

WINCHESTER, VA22602

DESIGNED BY:

E. STILLMAN

DRAWN BY:

E. STILLMAN

CHECKED BY:

J.COON

SUBMITTED BY:

D. RACKMALES

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ISSUE DATE:

SOLICITATION NO.:

W912EP20R0043

CONTRACT NO.:---

PLOT DATE :

2021--05-25

SIZE: I FILENAME:

ANSI D PR-201901-G-004

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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

A

AMENDMENT NUMBER

COP LETTER

MMDDYY

MMDDYY

MMDDYY

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

CL

TEXT ATTRIBUTES

Ø

PL

X

X-XXX

X

X-XXX

X

X-XXX

X

X-XXX

XXX

1t

ROUGH FLOOR ELEVATION

IN PLAN

FINISH FLOOR ELEVATION

IN PLAN

ELEVATION SYMBOL IN

SECTION AND ELEVATION

COLUMN GRIDLINE

CENTERLINE ID

PLUS OR MINUS

DIAMETER

ELEVATION MARKER

PLATE LINE ID

ANGLE

PLUS

KEY PLAN HATCHING

KEY PLAN ID

RGH FL ELEV

FIN FL ELEV

FIN FL ELEV

NORTH SYMBOL

ROOM ID

DOOR ID

WINDOW ID

WALL TYPE ID

COLUMN ID - VERTICAL;

(USE NUMBERS)

COLUMN ID - HORIZONTAL;

(USE LETTERS EXCEPT

FOR O & I)

REVISION ID

EQUIPMENT ID

KEY NOTE ID

MATCHLINE IDMATCH LINE

SEE XX/X-XXX

View Scale View Name

X

X View Name View ScaleX-XXX

X View Name View ScaleX-XXX

DRAWING TITLE FOR PLANS,

DIAGRAMS, SCHEDULES,

3D REPRESENTATIONS,

OR STANDARD DETAILS

STANDARD DETAILS DO NOT

SPECIFICALLY REFERENCE A SHEET

STANDARD DETAILS ARE LOCATED

IN THE STANDARD NOTES AND DETAILS FOLDER

SECTION/ELEVATION LETTER,

OR DETAIL NUMBER

SHEET NUMBER OF SHEET WHERE

ILLUSTRATION IS REFERENCED

SHEET NUMBER OF SHEET WHERE

ILLUSTRATION IS REFERENCED

ON MULTIPLE SHEETS

DRAWING TITLES

PLANS, DIAGRAMS,

SCHEDULES,

STANDARD DETAILS,

3D REPRESENTATIONS

SECTIONS, ELEVATIONS,

ENLARGED PLANS,

SPECIFIC DETAILS

SECTIONS, ELEVATIONS,

ENLARGED PLANS,

SPECIFIC DETAILS

CROSS REFERENCING SYMBOLS

SECTION MARKER

DETAIL CALLOUT

INTERIOR

ELEVATION MARKER

EXTERIOR

ELEVATION MARKER

SECTION LETTER

SHEET NUMBER OF SHEET WHERE

SECTION IS REFERENCED

DETAIL NUMBER

INTERIOR ELEVATION LETTER

SHEET NUMBER OF SHEET WHERE

SECTION IS REFERENCED

SHEET NUMBER OF SHEET WHERE

SECTION IS REFERENCED

SHEET NUMBER OF SHEET WHERE

SECTION IS REFERENCED

ELEVATION LETTER

X-X

X-XXX

X-XXX

X

X-XXX

X

XX

X

X-XXX

X

TYPICAL

TAM DRAWING SCALES

ROOF PLANS

LIFE SAFETY FLOOR PLANS

REFLECTED CEILING PLANS

TYPICAL FLOOR PLANS

ENLARGED FLOOR PLANS

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS

BUILDING SECTIONS

WALL SECTIONS

DETAILS AND CROSS SECTIONS

STAIR DETAILS

CIVIL PROFILES

HORIZONTAL

VERTICAL

1:100

10m2m 8m6m4m0m

1:50

5m1m 4m3m2m0m

A

X-XXX

X-XXX

X-XXX

X-XXX

X-XXX

1t

N

4' 8' 12'

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

0'

8' 16' 24'

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

0'

11' 21' 32'

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

0'

2' 4' 6'

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

0'

4' 8' 12'

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

0'

4' 8' 12'

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

0'

4' 8' 12'

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

0'

6"12"

SCALE: 3" = 1' - 0"

0'

2' 4' 6'

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

0'

1' 2' 3' 4'

SCALE: 3/4" = 1' - 0"

0'

3" 6"

SCALE: 6" = 1' - 0"

0'

1' 2' 3'

SCALE: 1" = 1' - 0"

0'

12"24"

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

0'

8' 16' 24'

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

0'

11' 21' 32'

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

0'

US Army Corps of Engineers ®

SHEET ID

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C:\Users\n0tamanv\Documents\PR-1901-DM-GEIN_n0tamanv.rvt

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CDC

A AMPERE

A/C AIR CONDITIONING

A/E ARCHITECT/ENGINEER

AAFES ARMY & AIR FORCE EXCHANGE

SERVICE

AAV AUTOMATIC AIR VENT

ACC ACCESSIBLE

ACP ASPHALTIC CONCRETE PAVEMENT

ACV AUTOMATIC CONTROL VALVE

AD AREA DRAIN

ADDL ADDITIONAL

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AFFF AQUEOUS FIRE FIGHTING FOAM

AFG ABOVE FINISHED GRADE

AH AMPERE HOUR

AHU AIR HANDLING UNIT

AI ANALOG INPUT

ALUM ALUMINUM

AMI ADVANCED METERING

INFRASTRUCTURE

AMP AMPERE

AO ANALOG OUTPUT

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AS AIR SEPARATOR;AS SPRINKLERED

ASC ASPHALTIC SURFACE COURSE

ASPH ASPHALT

ASSN ASSOCIATION

ASSY ASSEMBLY

AT/FP ANTI-TERRORISM FORCE

PROTECTION

AUX AUXILIARY

AVG AVERAGE

BC BACK OF CURB, BARE COPPER

BF BOTH FACES, BLIND FLANGE

BFP BACKFLOW PREVENTER

BLDG BUILDING

BM BENCHMARK

BMS BALANCE MAGNETIC SWITCH

BOL BOLLARD

BRKR BREAKER

BSP BLACK STEEL PIPE

BT BATHTUB

BTWP BALANCE TWISTED PAIR

C CELSIUS, CHANNEL, CONDUIT,

CONDUCTOR, COMMUNICATION

CA COMPRESSED AIR

CAL CALORIE

CAO COMPRESSED AIR OUTLET

CB CATCH BASIN, CIRCUIT BREAKER

CBL CABLE

CC CENTER TO CENTER, CUBIC

CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CD CANDELA, CEILING DIFFUSER

CE CIVIL ENGINEER(S)

CH COAT HOOK, CHANGING, CHILLER

CHH COMMUNICATIONS HAND HOLE

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CHU CONTAINERIZED HOUSING UNIT

CI CAST IRON

CIJ CONTROL JOINT

CIP CAST-IN-PLACE, CAST IRON PIPE

CJ CONSTRUCTION JOINT, CONTROL

JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLJ CONSTRUCTION LONGITUDINAL

JOINT

CLKG CALKING

CLR CLEAR

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

CMH COMMUNICATIONS MANHOLE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CONDUIT ONLY

COL COLUMN

COMM COMMUNICATIONS

COMPR COMPRESSOR

CONC CONCRETE

COND CONDENSER, CONDENSATE

CONSTR CONSTRUCTION

CONT CONTINUE, CONTINUOUS

COR CONTRACTING OFFICER’S

REPRESENTATIVE, CORNER,

CHANGE ORDER REQUEST

CORR CORRIDOR

CRAC COMPUTER ROOM AIR CONDITIONING

UNIT

CS CAST STONE, CARBON STEEL

CSC CONVOY SUPPORT CENTER

CSS COMPACT SUBSTATION

CTR(S) CENTER(S)

CTRL CONTROL

CU CUBIC, COPPER

CV CONTROL VALVE

CW COLD WATER

DAS DATA ACQUISITION SYSTEM

DBL DOUBLE

DBP DISTRIBUTION PANEL

DCW DOMESTIC COLD WATER

DEG C, °C DEGREES CELSIUS

DF DRINKING FOUNTAIN

DFAC DINING FACILITY

dg DECIGRAM

DG DOOR GRILL

DH DUCT HEATER

DHW DOMESTIC HOT WATER

DI DROP INLET, DRAIN INLET,

DISCRETE INPUT

DIA DIAMETER

DIP DUCTILE IRON PIPE

dL DECILITER

DL DEAD LOAD, DIESEL

dm DECIMETER

DN DOWN

DO DISCRETE OUTPUT

DP DEW POINT, DIFFERENTIAL

PRESSURE

DR DOOR, DOUBLE RIB

DV DISTINGUISHED VISITORS

DW DOMESTIC WATER

DWG DRAWING

DXCC DIRECT EXPANSION COOLING COIL

E EAST, EASTING, EXISTING

EC EDGE OF CURB, EMPTY CONDUIT

ECV EMERGENCY CONTROL VALVE

EF EACH FACE, EXHAUST FAN

EG EXHAUST AIR GRILLE

EHC ELECTRIC HEATING COIL

EHD ELECTRIC HAND DRYER

EHH ELECTRIC HAND HOLE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELECT ELECTRICAL

ELR ELECTRIC REFRACTION AT RIM

ELV ELECTRIC VERTICAL ROD

RETRACTION

EMH ELECTRICAL MANHOLE

EMT ELECTRICAL METALLIC TUBING,

EMERGENCY MEDICAL TECHNICIAN

EMCS ENERGY MONITORING AND CONTROL

SYSTEM

ENT ELECTRICAL NONMETALLIC TUBING

ENTR ENTRANCE

EOL END OF LINE

EP EDGE OF PAVEMENT, ELECTRICAL

PANEL

EQ EQUAL

EQUIP EQUIPMENT

ER EXHAUST REGISTER

ES ELECTRIC STRIKE

ESS ELECTRONIC SECURITY SYSTEMS

EST ESTIMATE

ET EXPANSION TANK

ETC ET CETERA, AND SO FORTH

EW EACH WAY, EFFLUENT WATER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPLOSION PROOF

EXST GR EXISTING GRADE

EXT EXTERIOR

F/B FROM FLOOR BELOW

FA FIRE ALARM, FRESH AIR

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FCV FLOW CONTROL VALVE

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FES FLARED END SECTION

FFLE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH, FINISHED

FIN GR FINISH GRADE

FL FLOOR LINE, FLOOR,

FLASHING, FLOOD LIGHT

FLG FLANGE

FLR FLOOR

FLUOR FLUORESCENT

FLX FLEXIBLE CONDUIT

FO FIBER OPTIC

FOB FORWARD OPERATING BASE

FOC FACE OF CURB

FP FIRE PROTECTION

FRP FIBER-REINFORCED PLASTIC

FS FLOOR SINK

FSS FLOW SWITCH;

FOLDING SHOWER SEAT

FSR FUEL STORAGE RECOVERY

FT FEET

FTP FUEL TRANSFER PUMP

FTR FINNED TUBE RADIATION

FUT FUTURE

FVNR FULL VOLTAGE NON-REVERSING

FXD FIXED

G GIRDER, GROUND

GA GAGE

GB GROUND BAR;GRAB BAR

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL, GENERATOR

G LN GAS LINE

GL GLASS

GLZD GLAZED

GM GAS METER

GND GROUND

GR GROSS, GRADE

GRL GRILLE

GRTG GRATING

GTV GATE VALVE

GW GUY WIRE

GYP BD GYPSUM WALL BOARD

ha HECTARE

HB HOSE BIBB

HC HEATING COIL

HCD HOLLOW CORE DOOR

HCP HANDICAP PUSHBUTTON

HD HEAD

HDB HEATING DISTRIBUTION BOX

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWL HEADWALL

HGR HANGER

HT HEIGHT

hL HECTOLITER hm HECTOMETER

HM HOLLOW METAL

HMA HOT MIX ASPHALT

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE, HEAT PUMP

HPT HIGH POINT

HQ HEADQUARTERS

HR HOUR

HRCP HEAT RECOVERY COIL PUMP

HRR HEAT RECOVERY RETURN

HRS HEAT RECOVERY SUPPLY

HV HIGH VOLTAGE

HW HOT WATER

HWC HOT WATER CIRCULATION

HWCP HOT WATER CIRCULATION PUMP

HWP HOT WATER PUMP

HWR HEATING WATER RETURN

HWS HEATING WATER SUPPLY

HEX HEAT EXCHANGER

Hz HERTZ

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSULATING FLANGE

INSUL INSULATION

INSTR INSTRUMENT

INT INTERIOR

INV INVERT

ITN INFORMATION TECHNICAL NODE

JCT JUNCTION

JOH JAMB OPENING HEIGHT

JOW JAMB OPENING WIDTH

JR JOINT REINFORCING

JT JOINT

k KILO

K KELVIN

kCAL KILOCALORIE

KCMIL THOUSAND CIRCULAR MILLS

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

KM/H KILOMETER PER HOUR

KM/S KILOMETER PER SECOND

KPA KILOPASCAL

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KVAH KILOVOLT AMPERE PER HOUR

L LITER

L/S LITER PER SECOND

LAB LABORATORY

LAV LAVATORY

LCM LOOSE CUBIC METER

LG LONG, LENGTH

LLA LOW LEVEL ALARM

LM LUMEN

LINTL LINTEL

LP LIGHT POLE

LPT LOW POINT

LPW LUMENS PER WATT

LRA LOCKED ROTOR AMPS

LSA LIFE SUPPORT AREA

LT LEFT

LTG LIGHTING

LV LOW VOLTAGE

LVR LOUVER

M METER

M2 SQUARE METER

M3 CUBIC METER

M3/S CUBIC METER PER SECOND

M/S METER PER SECOND

M MEN

MM MILLIMETERS

MA MILLIAMPERE

MA MEDICAL AIR

MACH MACHINE

MAINT MAINTENANCE

MAU MAKEUP AIR UNIT

MAV MANUAL AIR VENT

MAX MAXIMUM

MCA MINIMUM CIRCUIT AMPS

MCC MOTOR CONTROL CENTER

MCD METAL COVERED DOOR

MECH MECHANICAL

MEF MONOLITHIC EPOXY FLOORING

MFG MANUFACTURING

MH MANHOLE

MHO MAGNETIC HOLD OPEN

MHz MEGAHERTZ

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

mm MILLIMETER mm 2 SQUARE MILLIMETER mm 3 CUBIC MILLIMETER

MO MASONRY OPENING

MON MONITOR, MONUMENT

ms MILLISECOND

MS MOP SINK

MT MIRROR, TILT

MTG MOUNTING

MTL METAL

MTS MANUAL TRANSFER SWITCH

mV MILLIVOLT

MVA MEGAVOLT-AMPERE

mW MILLIWATT

MW MONITORING WELL, MEGAWATT

MWh MEGAWATT HOUR

MWR MORALE, WELFARE &

RECREATION

N NORTH, NORTHING, NEWTON

NA NOT APPLICABLE

NC NORMALLY CLOSED

NO NORMALLY OPEN, NUMBER

NOM NOMINAL

NTS NOT TO SCALE

NS NONSPRINKLERED

OA OUTDOOR AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OGL OBSCURE GLASS

OTS OPEN TO STRUCTURE

OPNG OPENING

OSP OUTSIDE PLANT

P PUMP, POLE

P/V PRESSURE VACUUM

PA PASCAL

PA PUBLIC ADDRESS

PASS PASSAGE, PASSENGER

PC POINT OF CURVATURE, DESKTOP

COMPUTER

PCC PORTLAND CEMENT CONCRETE

PCS PERMANENT CHANGE OF STATION

PDM POSITIVE DISPLACEMENT METER

PDS PROTECTIVE DISTRIBUTION SYSTEM

PE PLAIN END, POLYETHYLENE

PED PEDESTAL

PERF PERFORATED, PERFORM

PET PROTECTED ENTRANCE TERMINAL

PH PHASE, PENTHOUSE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE, PIVOTED

PL PROPERTY LINE, PLATE

PLAS PLASTER

PLG PILING

PNL PANEL

POC POINT ON CURVE

POT POINT OF TANGENCY

PP POWER POLE, POWER PANEL,

POLYPROPYLENE

PR PAIR, PIPE RAIL

PRCST PRECAST

PRV PRESSURE REGULATING VALVE

PS CONC PRESTRESSED CONCRETE

PS PRESSURE SENSOR, PULL STATION,

POLYSTYRENE

PSF POUNDS PER SQUARE FOOT

PSIG POUNDS PER SQUARE INCH GAGE

PT POINT

PTD PAPER TOWEL DISPENSER

PTZ PAN//TILT/ZOOM

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QA/QC QUALITY ASSURANCE/QUALITY

CONTROL

QD QUICK DISCONNECT

QTY QUANTITY

R RADIUS, RISER, RANGE

R/U REFRIGERATION UNIT

RAD RADIAN, RADIATOR, RETURN AIR

DUCT

RAH RETURN AIR HUMIDITY

RAT RETURN AIR TEMPERATURE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD, RETURN DIFFUSER, ROOF

DRAIN

REC RECESSED, RECREATIONAL

REC C RECESSED CONVECTOR

RECT RECTANGULAR

REG REGISTER

REINF REINFORCED

REQD REQUIRED

RET RETURN

REV REVISION, REVISED, REVOLUTIONS

REX REQUEST TO EXIT

RF REPLACEMENT FACILITY, RADIO

FREQUENCY

RG RETURN AIR GRILLE

RGH ROUGH

RGS RIGID GALVANIZED STEEL

RHC REHEAT COIL

RKVA REACTIVE KILOVOLT AMPERES

RL REFRIGERANT LIQUID

RLG RAILING

RM ROOM

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RR RETURN REGISTER, ROOF ROLLING,

RAILROAD

RS REFRIGERANT SUCTION

RT RIGHT

RTU ROOF TOP UNIT

RW RAW WATER, ROADWAY

S SOUTH

SV STACK VENT

SA SUPPLY AIR

SAN SANITARY SEWER

SB SOIL BORING, SPLASH BLOCK

SC SOLID CORE, SEALED CONCRETE

SCHED SCHEDULE

SCP SCUPPER

SCR SHOWER CURTAIN RODS

SD STORM DRAIN; SOAP DISPENSER

SECT SECTION

SFM SANITARY FORCE MAIN

SG SUPPLY AIR GRILLE

SH SHOWER; SOAP HOLDER

SHT SHEET, SHAFT

SIG SIGNAL

SIM SIMILAR

SK SINK, SKETCH

SLDG SLIDING

SP STATIC PRESSURE, SUMP

SPA SPACE

SPEC SPECIFICATIONS

SPCL SPECIAL

SPO DUCTLESS SPLIT UNIT OUTSIDE

SQ SQUARE

SS SANITARY SEWER

SSD SUBSURFACE DRAIN

SST STAINLESS STEEL

ST STORM WATER

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SWMHH SHELF WITH MOP HOLDERS AND HOOKS

T TOP, TREAD, THERMOSTAT

T&B TOP AND BOTTOM

TB TILE BASE, THROUGH BOLT

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEJ THICKENED EXPANSION JOINT

TEL TELEPHONE

TG TRANSFER GRILLE

TGP TEMPORARY GENERATOR PAD

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

TGP TEMPORARY GENERATOR PAD

THK THICKNESS

THRES THRESHOLD

TMGB TELECOMMUNICATIONS MAIN

TMV TEMPERATURE MIXING VALVE

TOB TOP OF BANK, TOP OF BEAM

TOC TOP OF CONCRETE, TOP OF CURB

TOE TOE OF SLOPE

TOG TOP OF GRATING

TOS TOP OF STEEL, TOP OF SLOPE

TOW TOP OF WALL

TP TOWEL PIN

TS TEMPERATURE SWITCH

TSCTD TOILET SEAT COVER/TISSUE DISPENSER

TR TELECOMMUNICATION ROOM

TRANS TRANSOM, TRANSPARENT

TS & V TAPPING SLEEVE AND VALVE

TV TELEVISION

TW TREATED WATER

TYP TYPICAL

UGND UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UOP UNLESS OTHERWISE NOTED

UP UTILITY POLE

UPS UNINTERRUPTIBLE POWER SUPPLY

UPVC UNPLASTICIZED POLYVINYL

UR URINAL

UTIL UTILITY

V VOLT, VENT

VA VOLT AMPERE

VAC VACUUM

VAM VOLT-AMMETER

VAO VACUUM OUTLET

VAP VACUUM PUMP

VB VALVE BOX, VACUUM BREAKER, VYNIL BASE

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

VOLT VOLTAGE

VRLY VOLTAGE RELAY

VPC VERTICAL POINT OF CURVE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENCY

VS VENT STACK, VOLTMETER SWITCH

VSA VEHICLE SECURITY AREA

VTR VENT THRU ROOF

W/ WITH

W/O WITHOUT

WB WET BULB, WOOD BASE

WC WATER CLOSET, WALL COVERING

WCC WATER COOLING COIL

WCO WALL CLEANOUT

WFLX WEATHERPROOF FLEXIBLE CONDUIT

WHM WATT HOUR METER

WDB WATER DISTRIBUTION BOX

WG WATER GAUGE

WGL WIRED GLASS

WH WALL HYDRANT

WHS WAREHOUSE

WL WATER LINE, WIND LOAD

WM WATER METER

WS WATER SOFTENER

WSEL WATER SURFACE ELEVATION

WST WATER STORAGE TANK

WTS WATERSTOP

WV WATER VALVE

XFMR TRANSFORMER

YCO YARD CLEANOUT

YH YARD HYDRANT

YR YEAR

NOTES:

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

AND DOES NOT NECESSARILY INCLUDE ALL ABBREVIATIONS

USED. SOME ABBREVIATIONS LISTED MAY NOT HAVE BEEN

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

2. SOME ABBREVIATION REPRESENT SYMBOLS FOR UNITS OF

MEASURE, AND INTENTIONALLY INCLUDE LOWERCASE LETTERS OR

SUPERSCRIPTS.

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

STANDARD ABBREVIATION LIST

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S D

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D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

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G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D

AT

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File Path:

Plot Date:

M

AR

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C

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IP

TI

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FI

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C:\Users\n0tamanv\Documents\PR-1901-DM-GEIN_n0tamanv.rvt

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S I E

A

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G

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P

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P

N

P

N

C A

N

T I A

G

J

I N

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R A

I N

I N

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N

A T

I O

N A

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U A

R A

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C A

N

T I A

G O

S

A L I N

A S

P

U E

R T

O

R

I C

O

CDC

F I L

E

N

A M

E

P L

T

E

E1

TYPICAL TRENCH DETAIL

SCALE: N.T.S.

CONCRETE

SET PIPE TO LINE AND GRADE ON

PRECAST BLOCKS @ 1.0m C-C SPACING

POTABLE WATER MAIN, STORM

SEWER, OR SANITARY SEWER

PIPE BEDDING MATERIAL

BACKFILL MATERIAL

FINISH GRADE

100mm MIN. TOPSOIL

REPLACEMENT WITH

SEEDING & MULCHING

(IF SOIL IS AVAILABLE)

MAGNETICALLY

DETECTABLE

MARKER TAPE

A) UNDER & WITHIN 1.5m OF PAVED

AREAS BACKFILL MATERIAL TO

BE FULL DEPTH PIPE BEDDING

MATERIAL. MATERIAL COMPACTED

IN 150mm LOOSE LIFTS.

300mm

150mm O.D. 150mm m m O

D m m

O.D.

300mm m m

O D m m

P I P

E

B

E D

D I N

G m m

M

I N

E4

CONCRETE PIPE ENCASEMENT DETAIL

SCALE: N.T.S.

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

OR WHERE SANITARY AND WATER MAIN SEPARATION CANNOT BE MET.

200mm

100mm

MAIN

TAPPING SADDLE

25mm CORPORATION STOP

25mm COPPER SERVICE LINE

TOP OF BOX AT FINISHED

GRADE ELEVATION

SLIDING

TYPE

25mm CURB STOP

& BOX

CONNECT TO BUILDING

WATER SUPPLY LINE

1500mm

45°

B L

D G

F

A C

E

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

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

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

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

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

F7

WATER SERVICE CONNECTION DETAIL

SCALE: N.T.S.

JOINT NEAREST

TO WATER LINE

PRESSURE SEWER

LINE (BELOW)

WATER PIPE LINE (TOP)

PRESSURE

SEWER LINE

WATER PIPE LINE

WATER PIPE LINE

SEWER PIPE LINE

CONCRETE

ENCASEMENT

SEWER PIPE LINE

M

I N

VARIES

m m m m m m

900mm

P

R

E

S

S

U

P

E m m

WATER PIPE LINE

SEWER PIPE LINE

CONCRETE

ENCASEMENT

D

100 D 100

200 MIN.

300mm 75mm MIN.

m m m m

M

I N

1000mm X 1000mm

300mm DEPTH

CONCRETE PAD

CAST IRON COVER

EXIST. OR PROP. GRADE

SUPPORT BOX WITH

BRICK OR CONCRETE

VALVE SET ON 300mm X 300mm

CONCRETE PAD (MIN. COMP. STERNGTH

21MPa)

COMPACTED BACKFILL

TO NATURAL GROUND

MORTAR

2 OR 3 PIECE

ADJUSTABLE CAST

IRON VALVE BOX

NOTE:

FOR VALVES 1220mm DEEP AND

SHALLOWER, A TWO PIECE,

ADJUSTABLE BOX SUCH AS

MUELLER H10357 WILL SUFFICE.

A1

WATER PIPE CROSSING ABOVE PRESSURE SEWER PIPE

SCALE: N.T.S.

A4

WATER PIPE CROSSING BELOW GRAVITY SEWER PIPE

SCALE: N.T.S.

A8

ISOLATING VALVE DETAIL

SCALE: N.T.S.

V

A

R

I

E

S

SECTION

PLAN

SECTION

PLAN

US Army Corps of Engineers

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

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S I Z

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SHEET ID

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2 3 4 5 6 7 8 9 10

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S I T

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P

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N

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C A

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T I A

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P U

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C

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A

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A T

I O

N A

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U A

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C A

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T I A

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S

A L I N

A S

P

U E

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O

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I C

O

CDC

F I

M

E

P L O

T

D

A T

E

C

A

T

R

E

N

D

T

H

"A"

B

T R

E N

D

T H

D

I P

B

A

T R

E N

D

T H

C

"B"

"A"

B

T R

E N

D

T H

C

GENERAL NOTES:

1. REACTION BEARING AREAS SHALL BE IN A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90° TO

THE THRUST VECTOR.

2. CONCRETE BLOCKING IS TO BE FORMED TO ENSURE ACCESSIBILITY TO FITTINGS AND POURED AGAINST

UNDISTURBED EARTH.

3. FITTINGS ARE TO BE COMPLETELY WRAPPED WITH PLASTIC, PRIOR TO POURING CONCRETE.

4. CONCRETE SHALL BE 28MPa.

5. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS.

6. TRENCHES SHALL CONFORM TO STANDARD BEDDING DETAIL.

7. ALL BENDS AND INTERSECTIONS SHALL HAVE CONCRETE THRUST BLOCKING. HOWEVER, WHERE SITE

CONDITIONS SUGGEST THE USE OF THRUST BLOCKING IS IMPRACTICAL, RESTRAINED JOINTS MAY BE

USED IN LIEU OF THRUST BLOCKS WITH THE APPROVAL OF THE CONTRACTING OFFICER.

8. USE ONE HALF TRENCH WIDTH PLUS 75mm.

9. STANDARD THRUST BLOCK TABLES ASSUMES A PIPE INTERNAL PRESSURE OF 1380 kpa (200 psi) A SOIL

BEARING PRESSURE OF 95.7 kpa (2000 psf) AND A SAFETY FACTOR OF 1.5 (NFPA 24). IF THESE VALUES DO

NOT REFLECT SITE CONDITIONS, STANDARD THRUST BLOCK TABLES MUST BE ADJUSTED ACCORDINGLY

IN ACCORDANCE WITH PROCEDURES PROVIDED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION

(DIPRA www.dipra.org).

45° A B C

100 300 NOTE 8 210

150 410 NOTE 8 300

200 600 NOTE 8 400

250 700 NOTE 8 500

300 880 NOTE 8 600

350 1000 NOTE 8 670

22.5° A B C

100 600 NOTE 8 250

150 880 NOTE 8 360

200 1160 NOTE 8 470

250 1425 NOTE 8 580

300 1680 NOTE 8 680

350 1930 NOTE 8 780

DEAD END A B C

100 660 NOTE 8 300

150 980 NOTE 8 400

200 1280 NOTE 8 520

250 1575 NOTE 8 640

300 1855 NOTE 8 750

350 2130 NOTE 8 865

90° A B C

100 300 NOTE 8 430

150 630 NOTE 8 420

200 825 NOTE 8 550

250 1020 NOTE 8 675

300 1185 NOTE 8 800

350 1375 NOTE 8 914

TEE A B C

100 660 NOTE 8 300

150 980 NOTE 8 400

200 1280 NOTE 8 520

250 1575 NOTE 8 640

300 1855 NOTE 8 750

350 2130 NOTE 8 865

CAST IRON VALVE BOX

(SEE SPECIFICATIONS)

GATE VALVE

PVC PIPE OR DIP

COMMON OR

CONC BRICKS

SLOPE ON

BLOCKING

CAP

300 X 300 X200 THICK

PRECAST CONCRETE

BLOCK

LIFTING HOOK (D10)

CAP

CONCRETE OR 100 X 100 X

200 SOLID CONCRETE BLOCK

UNDISTURBED

EARTH

PLAN VIEW

PLAN VIEW

PLAN VIEW

PLAN VIEW

PLAN VIEW

CROSS SECTION

CROSS SECTION

CROSS SECTION

CROSS SECTION

NOTE:

VERTICAL HEIGHT =

"C" DIMENSION

E1

BLOCKING DETAIL FOR 90° ELBOWS

SCALE: NONE

A1

INLINE VALVE BLOCKING DETAIL

SCALE: NONE

A4

BLOCKING DETAIL FOR TEE

SCALE: NONE

E4

BLOCKING DETAIL FOR 22.5° & 45° BENDS

SCALE: NONE

D8

BLOCKING DETAIL FOR DEADEND AND BRANCHES

SCALE: NONE

US Army Corps

1000MM ACCESSHATCHACCESS HATCH HEIGHT TO BEAS PER GRADE LEVELPVC EFFLUENT PIPINGTO BE SET AT 900mm HH=1200250mm PVC INTERNALCHMABER PIPING.OUTLET TO BE SET AT 900mm H CHAMBER 3VOL=30%CHAMBER 2VOL=30%CHAMBER 1VOL=40%Top of Beffle Wallto be set at 500mm HSLUDGESOLIDSInfluent Invertto be set At1000 mm H3000ASECTION A-AAPLAN VIEW3000W=2000200 mm CONC WALLSSTRUCTURE150 mm RC

NOTES:

1. OFFSETTING OF FIRE HYDRANT SHALL BE DECIDED BY THE

ENGINEER ON-SITE TO AVOID CAUSE FOR IT'S OBSTRUCTION.

2. FIRE HYDRANTS SHALL BE INSTALLED WITH THE PORTS

PARALLEL TO THE STREET.

3. IF THE CONCRETE SLAB PAD IS TO BE INSTALLED ADJACENT

TO A CONCRETE CURB OR SIDEWALK, A CONSTRUCTION JOINT

SHALL BE PROVIDED.

4. PROTECTION POSTS SHALL BE COATED USING SAFETY

YELLOW COLOR AS PER STANDARD.

5. PROTECTION POSTS SHALL BE INSTALLED AS PER PLAN OR AS

DIRECTED BY THE ENGINEER.

FIRE HYDRANT, PIV OR REMOTE FDC

E

D

V

E

M

E

N

T

PORT

FIXED BOLLARD

SEE DETAIL A4 SHEET

SC 522

E

D

V

E

M

E

N

T

N

N

OPEN

PIPE

PIPE

LOCK

ADJUSTABLE

POST-INDICATOR

STD. SOCKET

W/COTTER PINS

10 BREAK-WAY BOLTS

350 DIA. PIPE SLEEVE

SECTION PROVIDED

W/150 LENGTH

INCREMENTS

GATE VALVE MECH.

JOINT ENDS-PIV

STUFFING BOX

OPERATING

WRENCH

SUPERVISORY

SWITCH

(FACTORY

INSTALLED)

GROUND LINE

GROUT FILL

EXTENSION STEM

BOLTED AT BOTTOM

CONCRETE

BLOCKING

N

N

N

FIRE HYDRANT, PIV OR

REMOTE FDC AT PARKING

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

SC503

S I T

E

D

E S

I G

N

C I V

I L

D

E T

A I L S

F I R

E

H

Y D

R A

T

N

N E

C T

I O

F

I S

C H

E R

J

C

O O

N

R

F

I S

C H

E R

J

R

A N

E Y

P R

S

C d w g A

N S

I

D

W E

R R

J A

C K

S O

N V

I L L E

F

L

S

R

V

D

J A

C K

S O

N V

I L

S

T R

I C

T

W I N

C H

E S

T E

R

V

A

P

R I N

E

D E

R I C

K

D

R I V

E

T R

A N

S A

T L A

N T

D

D

S

T

D

I S

T R

I C

T

T R

A N

S I E

A

I N

I N

G

T

T

P

N

P

N

P

N

C A

N

T I A

I N

T

T

R A

I N

I N

G

C

E N

T E

R

P U

E R

C

O

A

R M

Y

N

A T

I O

N A

L

G

U A

R A

R N

G

C A

N

T I A

G O

S

A L I N

A S

P

U E

R T

O

R

I C

O

CDC

F I

M

E

P L O

T

D

A T

E

LIMIT OF EXCAVATION

MAIN PIPE

BRANCH PIPE

VALVE CALLED FOR

ON SITE PLAN

TEE

LIMIT OF EXCAVATION

VALVE

BRANCH PIPE

CONCRETE

SUPPORT

CONCRETE

BLOCKING

CONCRETE

BLOCKING

LIMIT OF EXCAVATION

NEW VALVE

NEW PIPE

CONCRETE

SUPPORT

NEW TAPPING SLEEVE

NEW PIPE

EXISTING PIPE

LIMIT OF EXCAVATION

AS REQUIRED FOR

TAPPING MACHINE

CONCRETE BLOCK

CAST IN PLACE

COMPACTED OR

UNDISTURBED GROUND

LEAVE HYDRANT DRAIN OPEN

115 PUMPER

CONNECTION

FACING ROAD

CONCRETE BLOCKING

2 - 65 HOSE OUTLETS

FINISHED GRADE

PROVIDE 150 GATE VALVE

WITH CI ROADWAY VALVE

BOX FOR EACH HYDRANT

TO CONNECTION

455455

M I N

D

E P

B U

Y

1 000 MIN. FROM EDGE OF

ROADWAY SHOULDER OR

CURB. 2 000 MAX.

600 MIN. FROM SIDEWALK

A1

TYPICAL BRANCH LINE VALVE INSTALLATION

SCALE: N.T.S.

A5

TAPPING SLEEVE AND VALVE INSTALLATION

SCALE: N.T.S.

A8

FIRE HYDRANT - WET TYPE

SCALE: N.T.S.

PLAN

SECTION

PLAN

PLAN

SECTION

SECTION

US Army Corps of Engineers

E1

FIRE HYDRANT, PIV OR REMOTE FDC PROTECTION

SCALE: N.T.S.

E5

POST INDICATOR VALVE (PIV)

SCALE: N.T.S.

E8

REMOTE FIRE DEPARTMENT CONNECTION

SCALE: N.T.S.

L

P

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

SC504

S I T

E

D

E S

I G

N

C I V

I L

D

E T

A I L S

S A

N I T

A R

Y

S

E W

N

N E

C T

I O

N S

R

F

I S

C H

E R

J

C

O O

N

R

F

I S

C H

E R

J

R

A N

E Y

P R

S

C d w g A

N S

I

D

W E

R R

J A

C K

S O

N V

I L L E

F

L

S

R

V

D

J A

C K

S O

N V

I L

S

T R

I C

T

W I N

C H

E S

T E

R

V

A

P

R I N

E

D E

R I C

K

D

R I V

E

T R

A N

S A

T L A

N T

D

D

S

T

D

I S

T R

I C

T

T R

A N

S I E

A

I N

I N

G

T

T

P

N

P

N

P

N

C A

N

T I A

I N

T

T

R A

I N

I N

G

C

E N

T E

R

P U

E R

C

O

A

R M

Y

N

A T

I O

N A

L

G

U A

R A

R N

G

C A

N

T I A

G O

S

A L I N

A S

P

U E

R T

O

R

I C

O

CDC

F I

M

E

P L O

T

D

A T

E

WYE BRANCH

1/8 BENDS

SEWER MAIN

(SEE NOTE 5)

150 X 150 X 100 WYE (TYP.)NEOPRENE COUPLING

(AS REQUIRED)

PIPE TO BE INSTALLED IN

ACCORDANCE WITH BUILDING CODES

FOOTING

FINISHED FLOOR

FOUNDATION WALL

FOOTER

150 X 100

REDUCER

(IF NEEDED)

100 45° BEND (TYP.)

WATERTIGHT SCREW CAP (TYP.)

FLUSH WITH GRADE

(SEE NOTE 1 AND 4)

CLEANOUT (TYP.)

ADDITIONAL CLEANOUTS

AS REQUIRED

SEE NOTE 4

NEOPRENE COUPLING

(AS REQUIRED)

NEOPRENE COUPLING

IF REQUIRED

WYE BRANCH

1/8 BENDS

2-30° OR

3-22 1/2° ELBOWS

20 MPa CONCRETE

UNDISTURBED

EARTH

SEWER PIPE

30° OR 22 1/2° ELBOW

HEAVY DUTY COVER

FINISHED GRADE LINE

WATER LINE

EXISTING

SEWER LINE

C

L

C

L

N

N

M I N

TYP.

100 MIN.

ALL AROUND

300 MIN.300 MIN.

600 SQ. MIN.

MIN.

M

I N

B E

L O

W

M

I N

C O

V E

R

T

Y P

31m MAX. CLEANOUT REACH

1.5m (TYP.)

N

C O

V E

R

T

Y P

NOTES:

1. PLUGS AND CLEANOUT RISERS SHALL BE PVC IF LOCATED OUTSIDE OF PAVED AREAS, AND SHALL BE CAST IRON IF

LOCATED WITHIN PAVED AREAS.

2. A TEE MUST BE PROVIDED FOR AIR TESTING THE LATERAL.

3. NO STORM WATER PIPING MAY BE CONNECTED TO THE LATERAL.

4. IN UNPAVED AREAS THE CONTRACTOR SHALL CONSTRUCT A 400 X 400 CONCRETE PAD AROUND ALL ELEMENTS. THE

TOP OF THE CAST IRON CLEANOUT SHALL BE LEVEL, FLUSH, AND SAME ELEVATION TO THE SURROUNDING AREA.

2% SLOPE (MINIMUM)

150 P.V.C. PIPE, SDR 35

S E

W E

R

M

A I N

NOTE:

BEGIN AND END ENCASEMENT

COINCIDENT WITH PIPE JOINTS.

NOTE:

SEE SPECIFICATIONS FOR PIPE MATERIALS, PIPE JOINTS, CONCRETE, BACKFILL

AND DOWNSTREAM PIPE BEDDING REQUIREMENTS.

PLAN

PROFILE

PLAN

SECTION

SECTION

PLAN

F L

O W

FLOW

A1

SANITARY SEWER - BUILDING SERVICE LATERAL

SCALE: N.T.S.

A7

YARD CLEAN-OUT

SCALE: N.T.S.

E6

TYPICAL SEWER ENCASEMENT DETAIL

SCALE: N.T.S.

US Army Corps

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

SC505

S I T

E

D

E S

I G

N

C I V

I L

D

E T

A I L S

S A

N I T

A R

Y

S

E W

N

N E

C T

I O

N S

R

F

I S

C H

E R

J

C

O O

N

R

F

I S

C H

E R

J

R

A N

E Y

P R

S

C d w g A

N S

I

D

W E

R R

J A

C K

S O

N V

I L L E

F

L

S

R

V

D

J A

C K

S O

N V

I L

S

T R

I C

T

W I N

C H

E S

T E

R

V

A

P

R I N

E

D E

R I C

K

D

R I V

E

T R

A N

S A

T L A

N T

D

D

S

T

D

I S

T R

I C

T

T R

A N

S I E

A

I N

I N

G

T

T

P

N

P

N

P

N

C A

N

T I A

I N

T

T

R A

I N

I N

G

C

E N

T E

R

P U

E R

C

O

A

R M

Y

N

A T

I O

N A

L

G

U A

R A

R N

G

C A

N

T I A

G O

S

A L I N

A S

P

U E

R T

O

R

I C

O

CDC

F I L

E

N

A M

E

P L

T

E

NOTES:

1. PLACE MEASURING PLUG AND SECURE.

2. FILL SEWER WITH WATER UNTIL FLOW IS OBSERVED AT MEASURING PLUG.

3. PLACE INFLATED RUBBER BALL AT UPSTREAM SECTION OF SEWER.

4. ALLOW 24 HOURS AFTER TRENCH DEWATERING FOR GROUNDWATER TO

RETURN TO NORMAL LEVEL.

5. CROWN OF PIPE AT HIGH POINT IN SECTION BEING TESTED SHALL BE

COVERED WITH MINIMUM OF 600mm OF WATER.

6. MEASURE RATE OF INFILTRATION.

7. MEASURE WATER LEVEL IN GROUNDWATER OBSERVATION HOLES BEFORE

AND AFTER INFILTRATION TEST.

A1

INFILTRATION TEST

SCALE: N.T.S.

INFLATED

RUBBER BALL

50mm WOOD PLUG

CAULK TIGHT AND

WEDGE IN PLACE

MEASURING PAN

25mm PIPE

CAULK TO PLUG

WATERTIGHT

MEASURING

PLUG (SEE

DETAIL)

GROUND LEVEL

GROUNDWATER

LEVEL

PROVIDE CASED HOLES AT

90m OC TO INDICATE

GROUNDWATER LEVEL

M I N

(USE 60° V-NOTCH WEIR

WHEN CHECKING INFILTRATION

OF TOTAL SEWER SYSTEM)

HEAD EQUALS 600mm OVER CROWN OF PIPE OR

600mm OVER EXISTING GROUNDWATER LEVEL

UP TO MAXIMUM OF 1.2m AT UPSTREAM END OF

PIPE BEING TESTED.

NOTES:

1. PLACE WATERTIGHT BULKHEAD WITH 50mm PIPE IN EACH END OF SECTION OF

SEWER TO BE TESTED.

2. FILL SECTION OF SEWER WITH WATER UNTIL 50mm PIPES ARE FULL. START

TIMING 60 MINUTE TEST.

3. USING MEASURED CONTAINER, ADD WATER FOR PERIOD OF 60 MINUTES TO

MAINTAIN FULL PIPE HEAD. THE AMOUNT OF WATER ADDED SHALL BE

RECORDED.

50mm PIPE

GROUND LEVEL

PROVIDE CASED HOLES AT

90m OC TO INDICATE

GROUNDWATER LEVEL

WATERTIGHT BULKHEAD

A4

EXFILTRATION TEST

SCALE: N.T.S.

FLO

W

NOTES:

1. MAXIMUM TRENCH WIDTH = PIPE OUTSIDE DIAMETER PLUS 600mm.

2. SELECT BACKFILL MAY BE SUBSTITUTED FOR JOB EXCAVATED MATERIAL

AND SHALL BE USED WHERE REMAINING BACKFILL IS SPECIFIED TO BE

SELECT BACKFILL MATERIAL.

PIPE BEDDING (SEE

SPECIFICATIONS

WHERE USED)

HAND WORKED FLAT

BOTTOM TRENCH WITH

100mm LOOSE

EXCAVATED MATERIAL

SEE SPECIFIACTIONS

FOR CAREFULLY

PLACED BACKFILL

(SEE NOTE 2)

PRESSURE

PIPE

SEE SPECIFICATIONS

FOR REMAINING

BACKFILL

90° ELBOW

UNDISTURBED

EARTH

MANHOLE

BASE

SHAPE MANHOLE

BOTTOM

FLEXIBLE,

WATERTIGHT

CONNECTION (TYP)

(IF SPECIFIED)

MANHOLE WALL

SIZE SAME AS RUN

OF SEWER

FORM DAM OF

CONCRETE

CUT END OF TEE

AS NECESSARY

STANDARD TEE

NOTES:

1. SEE SPECIFICATIONS FOR ALLOWABLE TRENCH WIDTH.

2. SEE SPECIFICATIONS FOR MATERIALS AND COMPACTION.

REMAINING

BACKFILL

CLASS B CONCRETE

CLASS A CONCRETE

OR PRECAST REINFORCED

CONCRETE SLAB ON

150mm SAND CUSHION

Ø14 @ 300mm

FLEXIBLE,

WATERTIGHT

CONNECTION,

(IF SPECIFIED

TOP SECTION SHOWN

ROTATED 90° FOR

CLARITY

MANHOLE WALL

PRECAST OR

POURED CONCRETE

Ø19 @ 150mm

MANHOLE FRAME

AND LID

WATERPROOFING

(IF SPECIFIED)

MANHOLE STEPS

(IF SPECIFIED)

MAIN SEWER

NOTES:

1. ENCASE DROP PIPE WITH CLASS B CONCRETE 102 EACH SIDE AND FROM

SIDE OF MANHOLE TO UNDISTURBED EARTH.

2. DROP CONNECTION TO BE USED FOR ALL SANITARY SEWERS ENTERING

MANHOLES MORE THAN 600mm ABOVE OUTLET PIPE.

3. FOR GENERAL DIMENSIONS OF MANHOLE SEE MANHOLE STANDARD.

A9

MANHOLE DROP CONNECTION

SCALE: N.T.S.

V A

R I E

S

A7

PRESSURE PIPE BEDDING-SECTION

SCALE: N.T.S.

M I N

M I N

SEE NOTE 1

D7

TYPE II PIPE BEDDING

SCALE: N.T.S.

E9

SHALLOW MANHOLE DETAIL

SCALE: N.T.S.

NOTES:

1. MANHOLE COVER TO BE CENTERED DIRECTLY OVER FLOW LINE OF MAIN SEWER.

2. INTEGRAL FLOOR AND WALL SECTION MAY BE USED.

3. SEE SPECIFICATIONS FOR MATERIALS, CASTINGS, AND CONCRETE.

d

V A

R I E

S m

M

A X

M I N

300 (MIN.)

400 (MAX.)

1.2m DIA.

C L

E A

R d

TYPICAL TRENCH CROSS-SECTION

FLEXIBLE

GRAVITY

PIPE

CENTER LINE

OF PIPE

SEE NOTE 1

M I N

M

P

E

S

S

A

M

P

E

R

G E

R

A

PIPE BEDDING

HAUNCHING

INITIAL

BACKFILL

NOTES:

1. SEE SPECIFICATIONS FOR ALLOWABLE TRENCH WIDTH.

2. SEE SPECIFICATIONS FOR MATERIALS AND COMPACTION.

REMAINING

BACKFILL

F7

TYPE II PIPE BEDDING

SCALE: N.T.S.

TYPICAL TRENCH CROSS-SECTION

FLEXIBLE

GRAVITY

PIPE

CENTER LINE

OF PIPE

SEE NOTE 1

M I N

M

P

E

S

S

A

M

P

E

R

G E

R

A

PIPE BEDDING

HAUNCHING

INITIAL

BACKFILL

MEASURING PLUG

JUNCTIONS

RIGHT ANGLE

STRAIGHT THROUGH

CLASS B

CONCRETE

(TYP)

SHAPED

CHANNEL (TYP)

MANHOLE WALLS

(FOOTING NOT SHOWN)

SEWER

(TYP)

MANHOLE WALLS

(FOOTING NOT SHOWN)

DIRECTION OF FLOW

SHOWN THUS

Ø14 @ 300mm

CLASS B

CONCRETE

WATERPROOFING

(IF SPECIFIED)

MANHOLE STEPS

(IF SPECIFIED)

MANHOLE WALL

ADJUST RINGS

AS REQUIRED TO

MEET GRADE LINE

(300mm MAXIMUM)

SET FRAME

IN GROUT

FINISH GRADE LINE

MANHOLE FRAME

AND LID

SEE NOTE 4

TOP SECTION

SHOWN ROTATED

90° FOR CLARITY

FLEXIBLE,

WATERTIGHT

CONNECTION

(IF SPECIFIED)

MAIN SEWER

BOTTOM SLAB: CLASS A CONCRETE

OR PRECAST REINFORCED CONCRETE ON

150mm SAND CUSHION. SEE NOTE 3.

NOTE:

DEPTH OF ALL CHANNELS TO BE 3/4 X DIAMETER OF THE LARGEST SEWER

ENTERING OR LEAVING MANHOLE.

NOTES:

1. SEE SPECIFICATIONS FOR MATERIALS, CASTINGS, WATERPROOFING REQUIREMENTS

AND CONCRETE.

2. MANHOLE COVER TO BE CENTERED DIRECTLY OVER FLOW LINE OF MAIN SEWER.

3. INTEGRAL FLOOR AND WALL SECTION MAY BE USED.

4. SEE SPECIFICATIONS FOR CHIMNEY SEALS IF REQUIRED.

DIA.

M

I N

M

I N

M

A X d d

DIAMETER OF MAIN SEWER

DIA (d)

600mm AND UNDER 1.2m

690mm TO 1070mm INCLUSIVE 1.5m

E1

PRECAST ECCENTRIC MANHOLE DETAIL

SCALE: N.T.S.

D4

PRECAST MANHOLE BOTTOM DETAIL

SCALE: N.T.S.

H E

A D

US Army Corps

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

SC506

S I T

E

D

E S

I G

N

C I V

I L

D

E T

A I L S

S I D

E W

A L K

U I L D

I N

G

S

K I R

T S

R

F

I S

C H

E R

J

C

O O

N

R

F

I S

C H

E R

J

R

A N

E Y

P R

S

C d w g A

N S

I

D

W E

R R

J A

C K

S O

N V

I L L E

F

L

S

R

V

D

J A

C K

S O

N V

I L

S

T R

I C

T

W I N

C H

E S

T E

R

V

A

P

R I N

E

D E

R I C

K

D

R I V

E

T R

A N

S A

T L A

N T

D

D

S

T

D

I S

T R

I C

T

T R

A N

S I E

A

I N

I N

G

T

T

P

N

P

N

P

N

C A

N

T I A

I N

T

T

R A

I N

I N

G

C

E N

T E

R

P U

E R

C

O

A

R M

Y

N

A T

I O

N A

L

G

U A

R A

R N

G

C A

N

T I A

G O

S

A L I N

A S

P

U E

R T

O

R

I C

O

CDC

F I

M

E

P L O

T

D

A T

E

A1

CONTRACTION JOINT

SCALE: N.T.S.

A3

PCC SIDEWALK TYP. SECTION

SCALE: N.T.S.

A5

PCC EXPANSION JOINT

SCALE: N.T.S.

C1

STANDARD JOINT LAYOUT FOR BUILDING SKIRT

SCALE: N.T.S.

E1

STANDARD JOINT LAYOUT FOR CONCRETE SIDEWALKS

SCALE: N.T.S.

C6

THICKENED EDGE DETAIL

SCALE: N.T.S.

PAVEMENT

SEE NOTE 4

13mm EXPANSION JOINT

NEW BUILDING STOOP

6.5mm EXPANSION

JOINTS

CONTRACTION JOINTS

6.5mm EXPANSION

JOINTS

BACK OF CURB

13mm EXPANSION JOINTS

CONTRACTION JOINTS

13mm EXPANSION JOINTS

1.5m 1.5m 1.5m 1.5m

V A

R I E

S m

T Y

P I C

A L m

1 m 1 m 1 m 1 m m

15m MAXIMUM SPACING BETWEEN EXPANSION JOINTS

15m MAXIMUM SPACING BETWEEN EXPANSION JOINTS

1m

R6

TYP

R6

EXPANSION JOINT

MATERIAL

SUBGRADE @ 95% SUBGRADE @ 95% SUBGRADE @ 95%

CONCRETE

BUILDING

BUILDING

NOTES:

1. ALL SIDEWALKS AND BUILDING SKIRTS SHALL BE 100mm THICK.

2. CONTRACTION JOINTS SHALL BE SPACED AT A MAXIMUM OF 1.5m INTERVALS

FOR SIDEWALKS/BUILDING SKIRTS.

3. CONTRACTION JOINTS SHALL BE FORMED OR SAW CUT 25mm DEEP.

4. WHEN SIDEWALKS ABUT ROADWAY WHERE THERE IS NO CURB, THICKEN

WALK TO PROVIDE 150mm FACE IN 1 METER.

5. 13mm EXPANSION JOINT MATERIAL REQUIRED WHERE CONCRETE

SIDEWALK,BUILDING SKIRT OR STAIRS ABUTS CONCRETE STRUCTURE.

6. A LAYER OF 15# BUILDING FELT IS REQUIRED BETWEEN WALK AND ADJACENT

PARRALLELING CONCRETE CURB.

7. SET BUILDING SKIRT 0.15 M BELOW FINISHED FLOOR GRADE.

8. NUMBER OF STAIR RISERS VARIES WITH LOCATION; ADJUST RISER NUMBER

AND RISER HEIGHT TO MATCH ELEVATION CHANGE; MAXIMUM RISER HEIGHT

160 MM.

US Army Corps of Engineers

WALKWAY

160 mm RISERS

300 mm TREADS

40 mm DIA. GALVANIZED

STEEL PIPE HANDRAIL BOTH SIDES OF STAIR

100 mm CONCRETE SIDEWALK

CONCRETE STEPS

50 X 5 mm CHECKER PLATE

GALVANIZED STEEL NOSING

8 X 80mm ANCHOR

4 EACH

GRANULAR BASE COURSE

A7

TYPICAL STAIR SECTION

SCALE: N.T.S.

NOTES:

1. 13mm EXPANSION JOINT MATERIAL REQUIRED

WHERE CONCRETE SIDEWALK,BUILDING SKIRT OR

STAIRS ABUTS CONCRETE STRUCTURE.

2. NUMBER OF STAIR RISERS VARIES WITH LOCATION;

ADJUST RISER NUMBER AND RISER HEIGHT TO

MATCH ELEVATION CHANGE; MAXIMUM RISER

HEIGHT 160 MM.

3. STAIR WIDTH TO MATCH SIDEWALK WIDTH, MINIMUM

WITH 1.8 METERS

MATCH SIDEWALK OR BUILDINGDRAFT

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

SC507

S I T

E

D

E S

I G

N

C I V

I L

D

E T

A I L S

P A

R K

I N

G

L A

Y O

P

H A

V E

R L A

Y

D

E T

A I L S

R

F

I S

C H

E R

J

C

O O

N

R

F

I S

C H

E R

J

R

A N

E Y

P R

S

C d w g A

N S

I

D

W E

R R

J A

C K

S O

N V

I L L E

F

L

S

R

V

D

J A

C K

S O

N V

I L

S

T R

I C

T

W I N

C H

E S

T E

R

V

A

P

R I N

E

D E

R I C

K

D

R I V

E

T R

A N

S A

T L A

N T

D

D

S

T

D

I S

T R

I C

T

T R

A N

S I E

A

I N

I N

G

T

T

P

N

P

N

P

N

C A

N

T I A

I N

T

T

R A

I N

I N

G

C

E N

T E

R

P U

E R

C

O

A

R M

Y

N

A T

I O

N A

L

G

U A

R A

R N

G

C A

N

T I A

G O

S

A L I N

A S

P

U E

R T

O

R

I C

O

CDC

F I

M

E

P L O

T

D

A T

E

EXISTING HMA

EXISTING BASE

COURSE

SAWCUT AND

TACK COAT

NEW ASPHALT

EXISTING ASPHALT

EXISTING

BASE COURSE

A5

C-507

6000 (TYP.) REMOVE EXISTING ASPHALT TRANSITION

F6

ASPHALT OVERLAY: NEW TO EXISTING ASPHALT JUNCTION AND OVERLAY

SCALE: N.T.S.

ASPHALT

PAVEMENT

THICKNESS DESCRIPTION

50mm

HMA WEARING COURSE (SPEC 32 12 16)

TACK COAT (SPEC 32 12 13)

- EXISTING HMA

- EXISTING AGGREGATE BASE COURSE

- EXISTING SUBGRADE

D7

ASPHALT OVERLAY PAVEMENT SECTION

SCALE: N.T.S.

3000 1200 3000

(TYP.)

200 WIDE STRIPE,

800 C TO C @ 45°

200 WHITE PAINT (TYP.)

EDGE OF PAVEMENT

WHEEL STOP (TYP.)

T

Y

P

R25

T

Y

P

Ø m

L

Ø

X m m

G

A

L

V

A

N

I

Z

E

C

H

D

S

Ø

I

N

F

O

R

C

I

D

S

N

G

Y

E

D

V

E

M

E

N

T

E1

TYPICAL PARKING STRIPING DETAILS

SCALE: N.T.S.

B2

PRECAST CONCRETE WHEEL STOP

STOP

NO

PARKING

LOADING

ZONE

RESERVED

PARKING

F A

S

I G

N

YIELD

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

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A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

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D R

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N

B

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I S

S U

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D

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E

SHEET ID

B

C

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U S

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SC508

S I T

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C

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P R

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C d w g A

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F

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I L

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T E

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A

P

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E

D E

R I C

K

D

R I V

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T R

A N

S A

T L A

N T

D

D

S

T

D

I S

T R

I C

T

T R

A N

S I E

A

I N

I N

G

T

T

P

N

P

N

P

N

C A

N

T I A

I N

T

T

R A

I N

I N

G

C

E N

T E

R

P U

E R

C

O

A

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Y

N

A T

I O

N A

L

G

U A

R A

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G

C A

N

T I A

G O

S

A L I N

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P

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O

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O

CDC

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P L O

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D

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E

F1

R1-1 STOP SIGN

SCALE: N.T.S.

F3

R1-2 YIELD SIGN

SCALE: N.T.S.

F5

R2-1 SPEED LIMIT SIGN

SCALE: N.T.S.

F7

R7-1 NO PARKING SIGN

SCALE: N.T.S.

F9

R7-8 RESERVED PARKING SIGN

SCALE: N.T.S.

D1

W11-2 PEDESTRIAN AREA SIGN

SCALE: N.T.S.

D3

CONTINUOUS STEEL POLE

SCALE: N.T.S.

D5

BREAKAWAY STEEL POLE

SCALE: N.T.S.

D7

TYPICAL SIGN PLACEMENT

SCALE: N.T.S.

FINISHED PAVED

SURFACE

BITUMINOUS

JOINT SEALER

(TYP.)

80mm GALVANIZED

SQUARE STEEL

POLE

FINISHED NON-PAVED

SURFACE

CONCRETE

FOUNDATION

IN CONCRETE/PAVED SURFACE IN LANDSCAPED SURFACE

C

L

C

L

FINISHED PAVED

SURFACE

BITUMINOUS

JOINT SEALER

(TYP.)

80mm GALVANIZED

SQUARE STEEL

POLE

FINISHED NON-PAVED

SURFACE

CONCRETE

FOUNDATION

IN CONCRETE/PAVED SURFACE IN LANDSCAPED SURFACE

2-8mmØ CADMIMUM

PLATED STEEL BOLTS

WITH HEX NUTS

CURB OR EDGE OF SHOULDER

CENTERLINE

100.00g

3.00°

300mm WHITE DIAGONAL LINES

AT 45°, 600mm APART, TYPICAL

EDGE OF SIGN

FACE OF SIGN

US Army Corps

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

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N

A

M A

R K

S I Z

E

S U

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D

B

Y

D A

T E

C O

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R A

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K E

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SC509

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A I L S

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C

O N

T R

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S

H E

F

R

F

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C H

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C

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F

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R

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P R

S

C d w g A

N S

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F

L

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S O

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T R

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T

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A

P

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D E

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K

D

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T R

A N

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T L A

N T

D

D

S

T

D

I S

T R

I C

T

T R

A N

S I E

A

I N

I N

G

T

T

P

N

P

N

P

N

C A

N

T I A

I N

T

T

R A

I N

I N

G

C

E N

T E

R

P U

E R

C

O

A

R M

Y

N

A T

I O

N A

L

G

U A

R A

R N

G

C A

N

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G O

S

A L I N

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P

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O

CDC

F I

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P L O

T

D

A T

E

US Army Corps of Engineers

NOTES:

1. THE SWALES WILL HAVE SIDE SLOPES NO STEEPER THAN 2:1 AND A MINIMUM

LENGTH OF 30m.

2. THE SLOPES OF THE SWALES WILL BE STABILIZED WITH A DENSE COVER OF

WATER-TOLERANT, EROSION RESISTANT GRASSES.

3. THE BOTTOM OF THE SWALES WILL BE AT LEAST 600mm ABOVE THE

SEASONAL HIGH WATER TABLE AND BEDROCK.

4. THE SWALES WILL HAVE A POSITIVE DRAINAGE TO CONVEY RUNOFF TO THE

STORM DRAIN INLET.

5. MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWN SLOPE.

ORIGINAL GRADE

E1

STORM WATER SWALE

SCALE: N.T.S.

CONSTRUCTION SPECIFICATIONS

1. STONE SIZE - USE 50 mm STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

2. LENGTH - AS REQUIRED BUT NOT LESS THAN 15m.

3. THICKNESS - NOT LESS THAN 150.

4. WIDTH - 9m BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE EGRESS OCCURS.

5. SOIL STABILIZATION FABRIC - SHALL BE PLACED OVER ENTIRE AREA PRIOR TO

PLACEMENT OF STONE.

6. SURFACE WATER - SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION

ENTRANCES SHALL BE PIPED ACROSS ENTRANCE. IF PIPING IS IMPRACTICAL, A

MOUNTABLE BERM WITH A 5H:1V SLOPE SHALL BE CONSTRUCTED.

7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN CONDITION WHICH WILL

PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING ROADWAYS. THIS MAY

REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND

AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT.

SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO EXISTING ROADWAYS SHALL

BE REMOVED IMMEDIATELY AND ACTION TAKEN TO PREVENT SIMILAR ISSUES IN THE

FUTURE.

8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO EXIT ONTO

EXISTING ROADWAYS. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA

STABILIZED WITH STONE, WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING

DEVICE.

9. REGULAR INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS REQUIRED.

NOTES:

1. THE AREA WILL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION

AND ROOT MAT.

2. THE FILL MATERIAL OF THE EMBANKMENT WILL BE FREE OF ANY

VEGETATION, ROOT MAT, ROCKS, OR OVERSIZED STONES.

3. THE EMBANKMENT WILL BE COMPACTED BY TRAVERSING WITH EQUIPMENT.

4. STABILIZE SLOPES WITH SEED AND EROSION MAT.

NOTES:

1. TEMPORARY CONCRETE TRUCK WASHOUT TYPE ABOVE GRADE WILL BE

CONSTRUCTED AS SHOWN BELOW, WITH A RECOMMENDED MINIMUM LENGTH

AND WIDTH OF 3m.

2. THE WASHOUT SHALL BE A MINIMUM OF 15m FROM STORM DRAIN INLETS.

3. PLASTIC LINING SHALL BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT

COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.

E6

TEMPORARY SEDIMENT DETENTION BASIN

SCALE: N.T.S.

PERFORATED RISER

WATERTIGHT CONNECTIONDRAINAGE PIPE

ALL SLOPES 1:3 (V:H)

1.5m m m

M I N

E X

I S

T I N

G

P

A V

E M

E N

T m

I N

W I D

T H m

15m (MIN.) LENGTH

3m

EXISTING

GRADE

150 (MIN.)

SOIL

STABILIZATION

FABRIC

5H:1V

MOUNTABLE BERM

EXISTING PAVEMENT

15m (MIN.) LENGTH

NOTE:

PROVIDE THE STABILIZED CONSTRUCTION

ENTRANCE PER DETAIL AT ENTRANCE

WHERE INDICATED ON PLANS. VERIFY

LOCATION IN FIELD WITH CONTRACTING

OFFICER PRIOR TO CONSTRUCTION.

A7

TEMPORARY CONCRETE TRUCK WASHOUT

SCALE: N.T.S.

3m (MIN.)

V A

R I E

S

STAKE (TYP.)

STRAW BALE (TYP.)

250 MICRONS PLASTIC LINING

250 MICRONS PLASTIC LINING

STRAW BALE

STAPLES (2 PER BALE)

WOOD OR METAL

STAKES (2 PER BALE)

NATIVE MATERIAL (OPTIONAL)

BINDING WIRE

A1

STABILIZED CONSTRUCTION ENTRANCE

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

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I T

T E

D

B

Y

D A

T E

C O

N T

R A

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K E

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SC510

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D

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C I V

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D

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A I L S

E R

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N

C

O N

T R

O L

S

H E

F

R

F

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C H

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C

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F

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P R

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C d w g A

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F

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S O

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I L

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W I N

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T E

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A

P

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D E

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K

D

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T R

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T L A

N T

D

D

S

T

D

I S

T R

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T

T R

A N

S I E

A

I N

I N

G

T

T

P

N

P

N

P

N

C A

N

T I A

I N

T

T

R A

I N

I N

G

C

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T E

R

P U

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C

O

A

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N

A T

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N A

L

G

U A

R A

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C A

N

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P

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A1

TYPICAL EROSION MAT PLACEMENT

SCALE: N.T.S.

A8

SEDIMENT BASIN AND OUTLET DETAIL

SCALE: N.T.S.

NOTES:

1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. THE

BLANKETS SHALL HAVE GOOD SOIL CONTACT.

2. LAY BLANKETS LOOSELY AND STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL.

DO NOT STRETCH.

3. INSTALL PRE MANUFACTURER'S RECOMMENDATIONS.

50 TO 75

OVERLAP

m m m

O

X

T A

M P

O V

E R

M A

T /B

L A

N K

E T

MATS/BLANKETS

SHOULD BE INSTALLED

VERTICALLY DOWN SLOPE.

H

O

V

E

R

L

A

P

L

I

C

E

WIRE MESH (IF NECESSARY)

FILTER FABRIC

50 X 100 WOOD

POST OR STEEL

POST

COMPACTED SOIL

100 ABOVE GROUND

M

I N

M

I N

2m (MAX.)

F A

B R

E

N C

H

POSTS

FILTER FABRIC (AND

WIRE MESH IF NECESSARY)

NOTES:

1. THE SILT FENCE SHALL BE CONSTRUCTED LONG ENOUGH TO EXTEND ACROSS THE EXPECTED FLOW

PATH.

2. THE SUPPORT POSTS SHALL BE A MINIMUM OF 1.2m AND DRIVEN A MINIMUM OF 450 TO 500 IN THE

GROUND. POSTS SHALL BE SPACED A MINIMUM OF 1m APART; FABRIC WILL BE SECURELY FASTENED

TO POSTS WITH 10mm STAPLES OR 16-GAUGE WIRE TIES SPACED A MAXIMUM OF 150.

3. A 300 TRENCH SHALL BE EXCAVATED ALONG THE UPHILL SIDE OF THE SILT FENCE POSTS. THE

BOTTOM EDGE OF THE FABRIC SHALL EXTEND ACROSS THE BOTTOM OF THE TRENCH. THE TRENCH

WILL BE BACKFILLED TO 100 ABOVE GROUND AND COMPACTED TO BURY AND SECURE THE BOTTOM OF

THE FILTER FABRIC.

FRONT VIEW

SOD

TOPSOIL

ORIGINAL GROUND

2m (MIN.)

INLET WITH OR

WITHOUT GRATE

300 X 1m POSTS

AND CROSS BRACING STAKE AND CROSS BRACING

RUNOFF WATER

WITH SEDIMENT

FABRIC

FILTERED WATER

BURIED FABRIC

GRATED INLET

G1

DETAIL OF SOD FLUME

SCALE: N.T.S.

NOTE: ATTACH FABRIC TO THE TOP OF

POSTS AND CROSS BRACINGS.

G8

DITCH WITH RIPRAP AND GEOTEXTILE FABRIC

SCALE: N.T.S.

G4

EROSION MAT FOR DITCHES

SCALE: N.T.S.

GEOTEXTILE FABRIC

E1

SILT FENCE INLET SEDIMENT BARRIER

SCALE: N.T.S.

E8

RIPRAP TREATMENT AT CULVERTS

SCALE: N.T.S.

C8

FILTER BERM DETAIL

SCALE: N.T.S.

OVERFLOW

TRENCH, SEE

SECTION

EROSION BLANKET

GEOTEXTILE

FABRIC'

CONCRETE AGGREGRATE

ANCHOR INTO

EARTH GRADE

CONSTRUCT TOP OF BERM ELEVATION

APPROXIMATELY 300 ABOVE DITCH

FLOW LINE. INSTALL SANDBAGS ALONG

EDGES AND TOP OF GEOTEXTILE FABRIC.

PLACE TEMPORARY SEEDING

AND EROSION MAT (TYP.)

GEOTEXTILE FABRIC

VAR.

150 (MIN)

(TYP.)

(TYP.)

(TYP.)

150 MIN.

OVERFLOW TRENCH

SECTION

FLOW

FLOW

FLOW

4:1 SLOPE

(TYP.)

6:1 SLOPE

(TYP.)

4:1 SLOPE

(TYP.)

6:1 SLOPE

(TYP.)

6:1

3:1

M

I N

300 VARIABLE 300

SECTION

PLAN

T

Y P

O

R

R

E C

T E

D

B

Y

E

N G

I N

E E

R

W

ENDWALL

300 MI. THICKNESS

FOR RIPRAP

SECTION

PLAN

VARIES VARIES

300 MIN.

C

L 2.4m (TYP.)

300 DESIRABLE

MINIMUM

P

V

A

O

P

E

A4

SILT FENCE INSTALLATION FOR PERIMETERS AND SEDIMENT BARRIERS

SCALE: N.T.S.

US Army Corps

CBCB

O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

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N

B

Y

I S

S U

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D

A T

E

SHEET ID

B

C

D

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F

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SC511

S I T

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D

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I G

N

C I V

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D

E T

A I L S

P E

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E A

B

V

V

E M

E N

T

D

E T

A I L S

R

F

I S

C H

E R

J

C

O O

N

R

F

I S

C H

E R

J

R

A N

E Y

P R

S

C d w g A

N S

I

D

W E

R R

J A

C K

S O

N V

I L L E

F

L

S

R

V

D

J A

C K

S O

N V

I L

S

T R

I C

T

W I N

C H

E S

T E

R

V

A

P

R I N

E

D E

R I C

K

D

R I V

E

T R

A N

S A

T L A

N T

D

D

S

T

D

I S

T R

I C

T

T R

A N

S I E

A

I N

I N

G

T

T

P

N

P

N

P

N

C A

N

T I A

I N

T

T

R A

I N

I N

G

C

E N

T E

R

P U

E R

C

O

A

R M

Y

N

A T

I O

N A

L

G

U A

R A

R N

G

C A

N

T I A

G O

S

A L I N

A S

P

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O

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O

CDC

F I

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P L O

T

D

A T

E

US Army Corps of Engineers

SIDEWALK/ACCESS PERMEABLE PAVER SECTION - TYPE I

SCALE: NTS

E1

PARKING LOT PERMEABLE PAVER SECTION

SCALE: NTS

A1

GRID PAVEMENT DETAILS (CUL-DE-SAC ONLY)

SCALE: NTS

A7

VARIES (SEE PLAN SHEETS)

CONCRETE CURB AND GUTTER OR EDGING PER PLAN

BEDDING IN OPENINGS

50 BEDDING COURSE

100 BASE

NON-WOVEN GEOTEXTILE ON

SIDES OF OPEN GRADED BASE

450 SUB-BASE

ASPHALT EDGE

CONCRETE EDGE 200 X 250

PERMEABLE CONCRETE PAVERS

MIN. 100 THICK

CONCRETE EDGE

50 BEDDING COURSE

100 BASE

450 SUB-BASE

NON-WOVEN GEOTEXTILE ON

SIDES OF OPEN-GRADED BASE

150 PERFORATED PVC DRAIN WHERE INDICATED ON PLAN SHEETS

VOID FILL

PERMEABLE CONCRETE PAVERS

100 mm OR 80 mm

TOPSOIL AND PLANT MATERIAL

IN OPENINGS

COMPACTED SOIL AT PERIMETER

GRID PAVEMENT BLOCKS

50 BEDDING COURSE

100 BASE

NON-WOVEN GEOTEXTILE ON

SIDES OF OPEN-GRADED SUB-BASE

450 SUB-BASE

SIDEWALK/ACCESS PERMEABLE PAVER SECTION -TYPE II

SCALE: NTS

C7

SIDEWALK PERMEABLE PAVER PROFILE-TYPE II

SCALE: NTS

E7

SIDEWALK PERMEABLE PAVER PLAN -TYPE II

SCALE: NTS

F7

CATCH BASIN

450 MM RCP STORM SEWER PIPE (TYP.)

AT 0.5% GRADE

150 MM PERFORATED PVC PIPE (TYP.)

150 MM PERFORATED PVC PIPE (TYP.)

300 MM CONCRETE STORM SEWER PIPE (TYP.)

CONCRETE EDGE

50 BEDDING COURSE

100 BASE

450 SUB-BASE

NON-WOVEN GEOTEXTILE ON

SIDES OF OPEN-GRADED BASE

150 PERFORATED PVC DRAIN

VOID FILL

PERMEABLE CONCRETE PAVERS

MIN. 100 mm THICK

450 MM RCP STORM SEWER

V A

R I E

S

DOWN SPOUT

PIPE (DEPTH

VARIES; MIN.

COVER 0.9 M)

DOWN SPOUT PIPE (TYP.)

V A

R

6 M (TYP.)

FLOW

NOTES:

1. FOR TYPE I PERMEABLE PAVER SIDEWALK, PERFORATED PIPE IS

CONTINUOUS BETWEEN CATCH BASINS/MANHOLES.

2. SECTIONS OF PERMEABLE PAVEMENT WITH PVC DRAIN ARE INDICATED ON

UTILITY SHEETS; NOT ALL SECTIONS OF PERMEABLE PAVEMENT HAVE PVC

DRAINS.

3. 100 mm THICK PAVERS USED WHERE USED FOR VEHICLE ACCESS BETWEEN

BARRACKS AND PARKING SPACES.

NOTES:

1. FOR TYPE II PERMEABLE PAVER SIDEWALK, PERFORATED PIPE IS EXTENDS 6 METER FROM

CATCH BASIN (EACH SIDE OF CATCH BASIN); SLOPE PIPE 1% FROM END OF PIPE TO CATCH

BASIN.

FIRST SECTION 300 MM RCP STORM

SEWER PIPE (TYP.) AT 0.5% GRADE

100 ASPHALT PAVEMENT

150 AGGREGATE BASE COURSE

MOUNTABLE CONCRETE CURB & GUTTER, 600 MM

A

V

E

M

E

N

T

TOP OF CURB

ELEVATION

SECTION A-A

CONCRETE CURB & GUTTER 900 MM MODIFIED

NOTES:

1. CURB AND GUTTER DIMENSIONS SHOWN MAY BE ADJUSTED AS NECESSARY TO MATCH LOCAL

CONSTRUCTION STANDARD DIMENSIONS WITH APPROVAL OF THE CONTRACTING OFFICER.

BARRIER CONCRETE CURB AND GUTTER

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

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A

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A1

CURB AND GUTTER DETAILS

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D8

CURB AND GUTTER AT INLETS

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22 R

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51 R

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300300

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PAVEMENT SURFACE

300 TYPICAL

CURB AND GUTTER, TYPE F,

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GRATE ELEVATION AS SHOWN

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300 DEPRESSION BELOW

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US Army Corps of Engineers

DUMPSTER PAD PLAN

SCALE: N.T.S.

A1

DUMPSTER WALL SECTION

SCALE: N.T.S.

E5

HINGE DETAIL

SCALE: N.T.S.

E7

GATE DOOR SECTION

SCALE: N.T.S.

E9

DUMPSTER FRONT ELEVATION

SCALE: N.T.S.

A7

CHAIN-LINK FENCING WITH

ADDITIONAL FRAMING AS

REQUIRED TO SUPPORT A

TYP. ROOF LIVE LOAD

#16 @ 300 EW, TYP.

DOWELS MATCH WALL VERTICAL REINF.

#13 @ 300 EW, TYP.

150 THICK (MIN)

CAPILLARY WATER BARRIER

VAPOR BARRIER

2 #13, TYP.

ANCHOR TO

TOP OF WALL

AS REQUIRED

3 mm GAP BETWEEN

WOODEN FLATS

WOODEN FLATS 150 X 25

& FIXED TO FRAME WORK

L50 X 50 X10 BRACING TYP.

HSS 100 X 100 X 10 WELDED

STEEL FRAME TYP.

HINGE

L150 X 150 X 10 EMBEDDED INTO CONCRETE

WITH 75 X 100 LONG STUDS @ 300, TYP.

HEAVY DUTY ROLLERS AS

REQUIRED TO SUPPORT DOOR

WEIGHT, TYP.

HSS 100 X 100 X 10 MIN.

WELDED STEEL FRAME

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200 CONCRETE

WALL

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C-513

E7

C-513

E9

C-513

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C-513

DUMPSTER

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L150 X 150 X 10 EMBEDDED

INTO CONCRETE

WITH 75 X 100 LONG STUDS

@ 300 OC, TYP.

HEAVY DUTY HINGE

L50 X 50 X10

BRACING TYP.

HEAVY DUTY

DOUBLE ROLLERS

HSS 100 X 100 X 10…