B.08_VI-202002_St Thomas CDC_DRAWINGS_29 Apr 22.pdf

PDF 23 MB Posted Jun 13, 2022

Attached to: National Guard Vehicle Maintenance Shop, Addition/Alteration, Est. Nazareth Military Compound, Charlotte Amalie, St. Thomas, USVI
Solicitation number: W912EP21R0003
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for construction services. The U.S. Army Corps of Engineers Engineering District Jacksonville is seeking to award a contract valued between $1,000,000 and $5,000,000 to expand an existing National Guard Vehicle Maintenance Shop at the Est. Nazareth Military Compound in Charlotte Amalie, St. Thomas, USVI. The 4,762 square foot addition and minor repairs to the existing 3,410 square foot facility will restore and harden the site with a new wash bay, battery charging area, and bulky equipment storage. Interested parties must register on Sam.gov to receive solicitation amendments, with responses due via that platform. The contract has a period of performance of 730 calendar days and is set aside for small businesses only under NAICS code 236220.

View the file

Other files

File	Type	Posted
Amend 0002.pdf	PDF	Jul 14, 2022
Amendment 0001 to W912EP21R0003_8Jul2022.pdf	PDF	Jul 8, 2022
B.07.01 W912EP21R0003 VIANG Veh MTX Pre-Proposal Conference Presentation 20220628-CDM.pptx	PPTX presentation	Jun 28, 2022
W912EP21R0003 VIARNG STT VMS Geotechnical Data Report 00 31 32.pdf	PDF	Jun 13, 2022
W912EP21R0003 VIARNG STT VMS V2 Specs 13 June 2022.pdf	PDF	Jun 13, 2022
B.08 W912EP21R0003 USVING VMS STT VOL 1_June13_2022.pdf	PDF	Jun 13, 2022
B.08 W912EP21R0003 VIARNG STT VMS Plans 08 July 2021.pdf	PDF	Jun 13, 2022

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C O

O N

S T

I L L M

A N

S T

I L L M

A N

V I

2- G

G-011

R A

C K

M A

L E

T R

A N

S A

T L A

N T

I C

D L E

A S

I S

T R

I C

R I N

R E

D E

R I C

R I V

W I N

C H

E S

T E

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L L E

A N

S I

S T

O M

I R

L A

N D

V I R

L A

N D

R M

A T

I O

N A

U A

I A

R N

H I C

I N

T E

N A

N C

H O

V I

G E

N E

R A

I N

D E

R A

W I N

G S

CDC

S O

L I C

I T

A T

I O

W E

P R

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

P L O

A T

F I L E

N A

M E

INDEX OF DRAWINGS

A A/C A/E

AAFES

AAV

ACC

ACP

ACV

ADDL

ADMIN

AFF

AFFF

AFG

AHLI

ALUM

AMI

AMP

APPROX

ARCH

ASC

ASPH

ASSN

ASSY

AT/FP

AUX

AVG

BFP

BLDG

BMS

BOL

BRKR

BSP

BTWP

CAL

CAO

CBL

CCTV

CHH

CHR

CHS

CHU

CIJ

CIP

CKT

CLG

CLJ

CLKG

CLR

cm cm2 cm3 emfs

CMH

CMP

CMU

COL

COMM

COMPR

CONC

COND

CONSTR

CONT

COR

CORR

CRAC

AMPERE

AIR CONDITIONING

ARCHITECT/ENGINEER

ARMY & AIR FORCE EXCHANGE

SERVICE

AUTOMATIC AIR VENT

ACCESSIBLE

ASPHAL TIC CONCRETE PAVEMENT

AUTOMATIC CONTROL VALVE

AREA DRAIN

ADDITIONAL

ADMINISTRATION

ABOVE FINISHED FLOOR

AQUEOUS FIRE FIGHTING FOAM

ABOVE FINISHED GRADE

AMPERE HOUR

AIR HANDLING UNIT

ANALOG INPUT

ALUMINUM

ADVANCED METERING

INFRASTRUCTURE

AMPERE

ANALOG OUTPUT

APPROXIMATE

ARCHITECTURAL

AIR SEPARATOR;AS SPRINKLERED

ASPHAL TIC SURFACE COURSE

ASPHALT

ASSOCIATION

ASSEMBLY

ANTI-TERRORISM FORCE

PROTECTION

AUXILIARY

AVERAGE

BACK OF CURB, BARE COPPER

BOTH FACES, BLIND FLANGE

BACKFLOW PREVENTER

BUILDING

BENCHMARK

BALANCE MAGNETIC SWITCH

BOLLARD

BREAKER

BLACK STEEL PIPE

BATHTUB

BALANCE TWISTED PAIR

CELSIUS, CHANNEL, CONDUIT,

CONDUCTOR, COMMUNICATION

COMPRESSED AIR

CALORIE

COMPRESSED AIR OUTLET

CATCH BASIN, CIRCUIT BREAKER

CABLE

CENTER TO CENTER, CUBIC

CENTIMETER

CLOSED CIRCUIT TELEVISION

CANDELA, CEILING DIFFUSER

CIVIL ENGINEER(S)

COAT HOOK, CHANGING, CHILLER

COMMUNICATIONS HAND HOLE

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CONTAINERIZED HOUSING UNIT

CAST IRON

CONTROL JOINT

CAST-IN-PLACE, CAST IRON PIPE

CONSTRUCTION JOINT, CONTROL

JOINT

CIRCUIT

CENTER LINE

CEILING

CONSTRUCTION LONGITUDINAL

JOINT

CALKING

CLEAR

CENTIMETER

CENTIMETER SQUARED

CUBIC CENTIMETER

CUBIC CENTIMETER PER SECOND

COMMUNICATIONS MANHOLE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CLEANOUT, CONDUIT ONLY

COLUMN

COMMUNICATIONS

COMPRESSOR

CONCRETE

CONDENSER.CONDENSATE

CONSTRUCTION

CONTINUE, CONTINUOUS

CONTRACTING OFFICER'S

REPRESENTATIVE, CORNER,

CHANGE ORDER REQUEST

CORRIDOR

COMPUTER ROOM AIR CONDITIONING

UNIT

CAST STONE, CARBON STEEL

csc css

CTR{S)

CTRL

DAS

DBL

DBP

DCW

DEG C,°C

DFAC

DHW

DIA

DIP

DWG

DXCC

ECV

EHC

EHD

EHH

ELEC

ELECT

ELR

ELV

EMH

EMT

EMCS

ENT

ENTR

EOL

EQUIP

ESS

EST

ETC

EXH

EXIST

EXP

EXST GR

EXT

F/B

FACP

FCU

FCV

FDN

FES

FFLE

FHC

FIN

FIN GR

FLG

FLR

FLUOR

FLX

FOB

FOC

I 3

CONVOY SUPPORT CENTER

COMPACT SUBSTATION

CENTER(S)

CONTROL

CUBIC, COPPER

CONTROL VALVE

COLD WATER

DATA ACQUISITION SYSTEM

DOUBLE

DISTRIBUTION PANEL

DOMESTIC COLD WATER

DEGREES CELSIUS

DRINKING FOUNTAIN

DINING FACILITY

DECIGRAM

DOOR GRILL

DUCT HEATER

DOMESTIC HOT WATER

DROP INLET, DRAIN INLET,

DISCRETE INPUT

DIAMETER

DUCTILE IRON PIPE

DECILITER

DEAD LOAD, DIESEL

DECIMETER

DOWN

DISCRETE OUTPUT

DEW POINT, DIFFERENTIAL

PRESSURE

DOOR, DOUBLE RIB

DISTINGUISHED VISITORS

DOMESTIC WATER

DRAWING

DIRECT EXPANSION COOLING COIL

EAST, EASTING, EXISTING

EDGE OF CURB, EMPTY CONDUIT

EMERGENCY CONTROL VALVE

EACH FACE, EXHAUST FAN

EXHAUST AIR GRILLE

ELECTRIC HEATING COIL

ELECTRIC HAND DRYER

ELECTRIC HAND HOLE

EXPANSION JOINT

ELEVATION

ELECTRIC{AL)

ELECTRICAL

ELECTRIC REFRACTION AT RIM

ELECTRIC VERTICAL ROD

RETRACTION

ELECTRICAL MANHOLE

ELECTRICAL METALLIC TUBING,

EMERGENCY MEDICAL TECHNICIAN

ENERGY MONITORING AND CONTROL

SYSTEM

ELECTRICAL NONMETALLIC TUBING

ENTRANCE

END OF LINE

EDGE OF PAVEMENT, ELECTRICAL

PANEL

EQUAL

EQUIPMENT

EXHAUST REGISTER

ELECTRIC STRIKE

ELECTRONIC SECURITY SYSTEMS

ESTIMATE

EXPANSION TANK

ET CETERA, AND SO FORTH

EACH WAY, EFFLUENT WATER

EXHAUST

EXISTING

EXPANSION, EXPLOSION PROOF

EXISTING GRADE

EXTERIOR

FROM FLOOR BELOW

FIRE ALARM, FRESH AIR

FIRE ALARM CONTROL PANEL

FAN COIL UNIT

FLOW CONTROL VALVE

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FLARED END SECTION

FINISH FLOOR ELEVATION

FIRE HYDRANT

FIRE HOSE CABINET

FINISH, FINISHED

FINISH GRADE

FLOOR LINE, FLOOR,

FLASHING, FLOOD LIGHT

FLANGE

FLOOR

FLUORESCENT

FLEXIBLE CONDUIT

FIBER OPTIC

FORWARD OPERATING BASE

FACE OF CURB

4 I s I 6 I

STANDARD ABBREVIATION LIST

FRP

FSS

FSR

FTP

FTR

FUT

FVNR

FXD

GALV

GEN

G LN

GLZD

GND

GRL

GRTG

GTV

GYP BD

HCD

HCP

HDB

HDPE

HDW

HDWL

HGR

hl hm

HMA

HNDRL

HORIZ

HPT

HRCP

HRR

HRS

HWC

HWCP

HWP

HWR

HWS

HEX

INSUL

INSTR

INT

INV

ITN

JCT

JOH

JOW

k K kCAL

KCMIL

kg kHz kl km km2

KM/H

KM/S

KPA

KVA

KVAH

FIRE PROTECTION

FIBER-REINFORCED PLASTIC

FLOOR SINK

FLOW SWITCH;

FOLDING SHOWER SEAT

FUEL STORAGE RECOVERY

FEET

FUEL TRANSFER PUMP

FINNED TUBE RADIATION

FUTURE

FULL VOLTAGE NON-REVERSING

FIXED

GIRDER, GROUND

GAGE

GROUND BAR;GRAB BAR

GALVANIZED

GENERAL CONTRACTOR

GENERAL.GENERATOR

GAS LINE

GLASS

GLAZED

GAS METER

GROUND

GROSS, GRADE

GRILLE

GRATING

GATE VALVE

GUY WIRE

GYPSUM WALL BOARD

HECTARE

HOSE BIBB

HEATING COIL

HOLLOW CORE DOOR

HANDICAP PUSHBUTTON

HEAD

HEATING DISTRIBUTION BOX

HIGH DENSITY POLYETHYLENE

HARDWARE

HEADWALL

HANGER

HEIGHT

HECTOLITER

HECTOMETER

HOLLOW METAL

HOT MIX ASPHALT

HANDRAIL

HORIZONTAL

HIGH PRESSURE, HEAT PUMP

HIGH POINT

HEADQUARTERS

HOUR

HEAT RECOVERY COIL PUMP

HEAT RECOVERY RETURN

HEAT RECOVERY SUPPLY

HIGH VOLTAGE

HOT WATER

HOT WATER CIRCULATION

HOT WATER CIRCULATION PUMP

HOT WATER PUMP

HEATING WATER RETURN

HEATING WATER SUPPLY

HEAT EXCHANGER

HERTZ

INSIDE DIAMETER

INVERT ELEVATION

INSULATING FLANGE

INSULATION

INSTRUMENT

INTERIOR

INVERT

INFORMATION TECHNICAL NODE

JUNCTION

JAMB OPENING HEIGHT

JAMB OPENING WIDTH

JOINT REINFORCING

JOINT

KILO

KELVIN

KILOCALORIE

THOUSAND CIRCULAR MILLS

KILOGRAM

KILOHERTZ

KILOLITER

KILOMETER

SQUARE KILOMETER

KILOMETER PER HOUR

KILOMETER PER SECOND

KILOPASCAL

KITCHEN SINK

KILOVOLT

KILOVOLT AMPERE

KILOVOLT AMPERE PER HOUR

LITER

LIS

LAB

LAV

LCM

LLA

LINTL

LPT

LPW

LRA

LSA

LTG

LVR

M M2

M3 M3/S M/S M

MACH

MAINT

MAU

MAV

MAX

MCA

MCC

MCD

MECH

MEF

MFG

MHO

MHz

MIN

MIRR

MISC

mm mm2 mm3

MON

MTG

MTL

MTS

MVA

MWh

MWR

NOM

NTS

OFF

OGL

OTS

OPNG

OSP

PASS

PCC

PCS

PDM

PDS

PED

PERF

PET

PIV

PLAS

PLG

LITER PER SECOND

LABORATORY

LAVATORY

LOOSE CUBIC METER

LONG, LENGTH

LOW LEVEL ALARM

LUMEN

LINTEL

LIGHT POLE

LOW POINT

LUMENS PER WATT

LOCKED ROTOR AMPS

LIFE SUPPORT AREA

LEFT

LIGHTING

LOW VOLTAGE

LOUVER

METER

SQUARE METER

CUBIC METER

CUBIC METER PER SECOND

METER PER SECOND

MEN

MILLIMETERS

MILLIAMPERE

MEDICAL AIR

MACHINE

MAINTENANCE

MAKEUP AIR UNIT

MANUAL AIR VENT

MAXIMUM

MINIMUM CIRCUIT AMPS

MOTOR CONTROL CENTER

METAL COVERED DOOR

MECHANICAL

MONOLITHIC EPOXY FLOORING

MANUFACTURING

MANHOLE

MAGNETIC HOLD OPEN

MEGAHERTZ

MINIMUM, MINUTE

MIRROR

MISCELLANEOUS

MECHANICAL JOINT

MILLIMETER

SQUARE MILLIMETER

CUBIC MILLIMETER

MASONRY OPENING

MONITOR, MONUMENT

MILLISECOND

MOP SINK

MIRROR, TILT

MOUNTING

METAL

MANUAL TRANSFER SWITCH

MILLIVOLT

MEGAVOLT-AMPERE

MILLIWATT

MONITORING WELL, MEGAWATT

MEGAWATT HOUR

MORALE, WELFARE &

RECREATION

NORTH, NORTHING, NEWTON

NOT APPLICABLE

NORMALLY CLOSED

NORMALLY OPEN, NUMBER

NOMINAL

NOT TO SCALE

NONSPRINKLERED

OUTDOOR AIR

ON CENTER

OUTSIDE DIAMETER

OFFICE

OBSCURE GLASS

OPEN TO STRUCTURE

OPENING

OUTSIDE PLANT

PUMP, POLE

PRESSURE VACUUM

PASCAL

PUBLIC ADDRESS

PASSAGE,PASSENGER

POINT OF CURVATURE, DESKTOP

COMPUTER

PORTLAND CEMENT CONCRETE

PERMANENT CHANGE OF STATION

POSITIVE DISPLACEMENT METER

PROTECTIVE DISTRIBUTION SYSTEM

PLAIN END, POLYETHYLENE

PEDESTAL

PERFORATED,PERFORM

PROTECTED ENTRANCE TERMINAL

PHASE, PENTHOUSE

POINT OF INTERSECTION

POST INDICATOR VALVE, PIVOTED

PROPERTY LINE, PLATE

PLASTER

PILING

PNL

POC

POT

PRCST

PRV

PSF

PSIG

PTD

PTZ

PVC

PVMT

QA/QC

QTY

R/U

RAD

RAH

RAT

RCB

RCP

REC

REC C

RECT

REG

REINF

REQD

RET

REV

REX

RGH

RGS

RHC

RKVA

RLG

ROW

RPM

RTU

s sv

SAN

SCHED

SCP

SCR

SECT

SFM

SHT

SIG

SIM

SLDG

SPA

SPEC

SPCL

SPO

SSD

SST

STA

STD

STL

STOR

STRUCT

SWMHH

PANEL

POINT ON CURVE

POINT OF TANGENCY

POWER POLE, POWER PANEL,

POLYPROPYLENE

PAIR, PIPE RAIL

PRECAST

PRESSURE REGULATING VALVE

CONC PRESTRESSED CONCRETE

PRESSURE SENSOR, PULL STATION,

POLYSTYRENE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH GAGE

POINT

PAPER TOWEL DISPENSER

PAN//TIL T/ZOOM

POLYVINYL CHLORIDE

PAVEMENT

QUALITY ASSURANCE/QUALITY

CONTROL

QUICK DISCONNECT

QUANTITY

RADIUS, RISER, RANGE

REFRIGERATION UNIT

RADIAN, RADIATOR, RETURN AIR

DUCT

RETURN AIR HUMIDITY

RETURN AIR TEMPERATURE

REINFORCED CONCRETE

REINFORCED CONCRETE BOX

REINFORCED CONCRETE PIPE

ROAD, RETURN DIFFUSER, ROOF

DRAIN

RECESSED, RECREATIONAL

RECESSED CONVECTOR

RECTANGULAR

REINFORCED

REQUIRED

RETURN

REVISION, REVISED, REVOLUTIONS

REQUEST TO EXIT

REPLACEMENT FACILITY, RADIO

FREQUENCY

RETURN AIR GRILLE

ROUGH

RIGID GALVANIZED STEEL

REHEAT COIL

REACTIVE KILOVOLT AMPERES

REFRIGERANT LIQUID

RAILING

ROOM

RIGHT OF WAY

REVOLUTIONS PER MINUTE

RETURN REGISTER, ROOF ROLLING,

RAILROAD

REFRIGERANT SUCTION

RIGHT

ROOF TOP UNIT

RAW WATER, ROADWAY

SOUTH

STACK VENT

SUPPLY AIR

SANITARY SEWER

SOIL BORING, SPLASH BLOCK

SOLID CORE, SEALED CONCRETE

SCHEDULE

SCUPPER

SHOWER CURTAIN RODS

STORM DRAIN; SOAP DISPENSER

SECTION

SANITARY FORCE MAIN

SUPPLY AIR GRILLE

SHOWER; SOAP HOLDER

SHEET, SHAFT

SIGNAL

SIMILAR

SINK, SKETCH

SLIDING

STATIC PRESSURE, SUMP

SPACE

SPECIFICATIONS

SPECIAL

DUCTLESS SPLIT UNIT OUTSIDE

SQUARE

SANITARY SEWER

SUBSURFACE DRAIN

STAINLESS STEEL

STORM WATER

STATION

STANDARD

STEEL

STORAGE

STRUCTURAL

SHELF WITH MOP HOLDERS

AND HOOKS

T T&B

TDH

TEJ

TEL

TGP

TFA

TFB

TGP

THK

THRES

TMGB

TMV

TOB

TOC

TOE

TOG

TOS

TOW

TSCTD

TRANS

TS & V

TYP

UGND

UNFIN

UNO

UOP

UPS

UPVC

UTIL

VAC

VAM

VAO

VAP

VCT

VEL

VFD

VOLT

VRLY

VPC

VPI

VPT

VSA

VTR

W/0

wee wco

WFLX

WHM

WDB

WGL

WHS

WSEL

WST

WTS

XFMR

YCO

I 9

TOP,TREAD,THERMOSTAT

TOP AND BOTTOM

TILE BASE, THROUGH BOLT

TRENCH DRAIN

TOTAL DYNAMIC HEAD

THICKENED EXPANSION JOINT

TELEPHONE

TRANSFER GRILLE

TEMPORARY GENERATOR PAD

TO FLOOR ABOVE

TO FLOOR BELOW

TEMPORARY GENERATOR PAD

THICKNESS

THRESHOLD

TELECOMMUNICATIONS MAIN

TEMPERATURE MIXING VALVE

TOP OF BANK, TOP OF BEAM

TOP OF CONCRETE, TOP OF CURB

TOE OF SLOPE

TOP OF GRATING

TOP OF STEEL, TOP OF SLOPE

TOP OF WALL

TOWEL PIN

TEMPERATURE SWITCH

TOILET SEAT COVER/TISSUE DISPENSER

TELECOMMUNICATION ROOM

TRANSOM.TRANSPARENT

TAPPING SLEEVE AND VALVE

TELEVISION

TREATED WATER

TYPICAL

UNDERGROUND

UNIT HEATER

UNFINISHED

UNLESS NOTED OTHERWISE

UNLESS OTHERWISE NOTED

UTILITY POLE

UN INTERRUPTIBLE POWER SUPPLY

UN PLASTICIZED POLYVINYL

URINAL

UTILITY

VOLT, VENT

VOLT AMPERE

VACUUM

VOLT-AMMETER

VACUUM OUTLET

VACUUM PUMP

VALVE BOX, VACUUM BREAKER, VYNIL BASE

VERTICAL CURVE

VINYL COMPOSITION TILE

VELOCITY

VARIABLE FREQUENCY DRIVE

VOLTAGE

VOLTAGE RELAY

VERTICAL POINT OF CURVE

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF TANGENCY

VENT STACK, VOLTMETER SWITCH

VEHICLE SECURITY AREA

VENT THRU ROOF

WITH

WITHOUT

WET BULB, WOOD BASE

WATER CLOSET, WALL COVERING

WATER COOLING COIL

WALL CLEANOUT

WEATHERPROOF FLEXIBLE CONDUIT

WATT HOUR METER

WATER DISTRIBUTION BOX

WATER GAUGE

WIRED GLASS

WALL HYDRANT

WAREHOUSE

WATER LINE, WIND LOAD

WATER METER

WATER SOFTENER

WATER SURFACE ELEVATION

WATER STORAGE TANK

WATERSTOP

WATER VALVE

TRANSFORMER

YARD CLEANOUT

YARD HYDRANT

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.RESERVED

US Army Corps of Engineers ®

Cl) z

...I w OJ z OJ w <( (!) Cl z

Cl)

SHEET ID

G-031 z

Cl) w

CDC

I 0 o

....Ji,, en m

-I

H O

M A

U .S

S L

A N

S L

A N

D S

A R

M Y

N A

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U A

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N G

E H

E M

T E

N A

N C

E S

H l-

E D

E S

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R S

H E

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U .S

R M

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O R

P S

O F

E N

E E

C K

S O

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A N

M A

R C

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L V

J A

C K

S O

N V

F L

A N

S A

T L

A N

D L

E E

A S

T D

C E

F R

E D

E R

D R

H E

S T

E R

N E

D B

S T

M A

N D

R A

W N

B Y

L M

A N

C H

E C

K E

D B

O O

N S

U B

T E

D B

R A

C K

M A

L E

(f) m (f) G) z

U E

D A

T E

O L

A T

N O

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T R

A C

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---- P L

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D A

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

X X

81.39

BENCHMARK

MAG NAIL

N 836702.06 E 1201616.33

D D

S S

EXISTING VEHICLE

MAINTENANCE SHOP

LIMITS OF WORK

N: 836525.13

E: 1201824.39

LIMITS OF WORK

N: 836536.67 E: 1201831.44

LIMITS OF WORK

N: 836566.96 E: 1201705.89

LIMITS OF WORK

N: 836837.29

E: 1201734.62

LIMITS OF WORK

N: 836829.39 E: 1201672.99

LIMITS OF WORK

N: 836802.65 E: 1201610.26

LIMITS OF WORK

N: 836670.60 E: 1201556.82

LIMITS OF WORK

N: 836529.96 E: 1201617.21

70 69

74 73 72 71

73747576

78 77

75 74

72 71

70 69 68

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

T D

2E R

E, F L

N M

O B

C H

R , V

C E

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N D

M Y

D (V

N G

. T H

O M

, U

.S . V

D S

CDC

CD101

G C

O N

D D

O N

G . M

G . H

O R

D U

-0 3-

-2

2- -C

dw g

SHEET KEYNOTES

1. 20.5x11.3 CONCRETE PAD TO BE REMOVED

2. EXISTING ASPHALT PAVEMENT TO BE REMOVED

3. EXISTING ABANDONED OIL/WATER SEPARATOR TO BE REMOVED.

4. EXISTING STRUCTURE TO BE REMOVED

5. RETAIN EXISTING GATE

6. EXISTING SANITARY SEWER MANHOLE TO BE REMOVED

7. 8x25.3 CONCRETE PAD TO BE REMOVED

8. 12.2X8.8 CONCRETE PAD TO BE REMOVED

9. EXISTING MANHOLE

10. EXISTING ACCESS ROAD

11. EXISTING RAVINE CENTERLINE

12. EXISTING CONCRETE TO REMAIN

1. ALL DIMENSIONS IN FEET UNLESS OTHERWISE NOTED.

2. PROJECT LIMITS NORTH OF THE EXISTING FENCE LINE CONSIST OF HEAVY

VEGETATION, BRUSH AND SMALL TREES. CLEARING AND GRUBBING OF

VEGETATION WILL BE REQUIRED FOR CONSTRUCTION AND GRADING.

3. IN ORDER TO OBTAIN PERMITS, PRIOR TO EXCAVATING CONTRACTOR WILL

BE REQUIRED TO USE UNDERGROUND SENSING DEVICE TO LOCATE

EXISTING SEWER LINES FROM EXISTING MAINTENANCE SHOP TO

ABANDONED OIL/WATER SEPARATOR.

4. BEFORE STARTING CONSTRUCTION CONTRACTOR IS TO ACQUIRE AND

ADHERE TO ALL LOCAL PERMITS AND REGULATIONS PURSUANT TO

SPECIFICATION SECTION 01 11 00, PARAGRAPH 1.2. AND SECTION 02 41 00,

PARAGRAPH 1.6

GENERAL SHEET NOTES

LEGEND

ITEMS TO BE REMOVED BY CONTRACTOR

EXISTING FENCE

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

DIM. NOTE AND NORTH

DIMENSIONS SHOWN ARE IN FEET

UNLESS OTHERWISE NOTED.

836,592.53 N 1,201,705.69 E

FENCE REMOVAL LIMIT

836,796.68 N 1,201,634.24 E

FENCE REMOVAL LIMIT

A1 EXISTING CONDITIONS AND DEMOLITION PLAN

SCALE: 1":15'

X X X

Feet 0 15 30

EXISTING VEHICLE

MAINTENANCE SHOP

S81.56 81.51

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

-19.80%

X X

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

81.50

81.755

81.65

81.755

81.65

81.66

81.12

81.49

81.54

81.79

81.00

80.00

79.00

82.00

81.00

67.00

66.00

65.00 64.00

69.00

70.00

71.00

72.00

73.00

74.00

82.00 81 .0

ADDITION VEHICLE

MAINTENANCE SHOP -7.95:1

0+00

1+00

2+00 3+00

.64

TOP OF GABION

N: 836807.86 E: 1201666.93

TOP OF GABION

N: 836664.59

E: 1201732.88

TOP OF GABION

N: 836650.65 E: 1201733.85

TOP OF GABION

N: 836607.51 E: 1201721.69

TOP OF GABION

N: 836743.50

E: 1201699.60

CL NEW CHANNEL

N: 836817.61 E: 1201676.58

CL NEW CHANNEL

N: 836677.64

E: 1201745.79

CL NEW CHANNEL

N: 836622.25 E: 1201751.32

CL NEW CHANNEL

N: 836607.74 E: 1201752.74

CL NEW CHANNEL

N: 836590.76 E: 1201758.63

CL NEW CHANNEL

N: 836543.62

E: 1201807.08

81.66 81.755

80.50

80.4880.44

81.7581.57

80.50

80.44

81.61

79.03 77.72

81.79

81.67

82.00

71.0072.0073.0074.00

77.0078.0079.00

76.00

65 62 .0

.0066 .00

69.00 68.00 67.00

67 68

757476

66.00

63.00 62.00 61.00

79.00

79.01

79.45

79.47

81.68

64.00

63.00

.00

78.09

81.67

81.65

-1.00%

81.54

81.47 81.21

81.32

-6 .7

-6 .9

81.50

81.75

81.50

81.25

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

T D

2E R

E, F L

N M

O B

C H

R , V

C E

K D

T D

-2

O P

N D

M Y

D (V

N G

. T H

O M

, U

.S . V

D S

CDC

CG101

G R

G P

G .W

G . H

O R

D U

-0 3-

-2

2- -C

dw g

SHEET KEYNOTES

1. MATCH EXISTING GRADE AT ENTRANCE GATE

2. TRANSITION TO EXISTING RAVINE

3. NEW STREAM CENTERLINE

4. OIL WATER SEPARATOR RIM ELEVATION 81.575

5. EXISTING MANHOLE. RIM ELEVATION 78.59

6. GABION WALL, SEE DETAIL SHEETS CS601-CS603 FOR SECTION DETAILS

7. 8" STORM OUTLET CONNECTED TO CISTERN OVERFLOW PIPE. SLOPE

OUTLET PIPE AT 1%. TERMINATE PIPE AT SURFACE THROUGH GABION WALL.

COVER PIPE OUTLET PIPE WITH BUG PROOF MESH APPROVED FOR THIS USE.

1. ALL DIMENSION IN FEET UNLESS OTHERWISE NOTED

2. CONTRACTOR SHALL GRADE NORTH END OF DITCH TO MATCH

PRE-CONSTRUCTION CHANNEL DEPTH AND SLOPE. GRADING MAY CAUSE

CONTRACTOR TO EXCEED LIMITS OF WORK.

3. CONTRACTOR SHALL SUBMIT PHASED EROSION AND SEDIMENTATION

CONTROL PLAN FOR APPROVAL BY COR AND USVI DEPARTMENT OF

PLANNING AND NATURAL RESOURCES FOR REVIEW AND APPROVAL PRIOR

TO STARTING WORK. CONTRACTOR SHALL ADHERE TO LOCAL REGULATION

REGARDING REGULAR UPDATES OF THE EROSION AND SEDIMENTATION

CONTROL PLAN.

4. #57 STONE SHALL BE USED AS BACKFILL FOR 3' SURROUNDING THE

UNDERGROUND CISTERN. THE #57 STONE SHALL BE WRAPPED IN

GEOTEXTILE. SEE DETAIL SHEET CS603.

5. CONTRACTOR SHALL GRADE 5' AROUND ALL STRUCTURES @ 2% AWAY FROM

STRUCTURE.

6. FOR CLARITY, CONTOURS SURROUNDING STRUCTURES ARE SHOWN AT .25'

AND 1' INTERVALS. ALL OTHER CONTOURS ARE 1' AND 5' INTERVALS.

7. ALL DISTURBED AREAS NOT PAVED SHALL BE SEEDED FOLLOWING

SPECIFICATIONS SECTION 32 92 19

GENERAL SHEET NOTES

LEGEND

EXISTING MAJOR CONTOURS 75

EXISTING MINOR CONTOURS

PROPOSED MAJOR CONTOURS 75

PROPOSED MINOR CONTOURS

DIM. NOTE AND NORTH

DIMENSIONS SHOWN ARE IN FEET

UNLESS OTHERWISE NOTED.

A1 GRADING PLAN

SCALE: 1":15'

FFE 81.75

LIMITS OF GRADING

Feet

EXISTING VEHICLE

MAINTENANCE SHOP

LIMITS OF WORK

N: 836525.13

E: 1201824.39

LIMITS OF WORK

N: 836536.67 E: 1201831.44

LIMITS OF WORK

N: 836566.96 E: 1201705.89

LIMITS OF WORK

N: 836837.29

E: 1201734.62

LIMITS OF WORK

N: 836829.39 E: 1201672.99

LIMITS OF WORK

N: 836802.65 E: 1201610.26

LIMITS OF WORK

N: 836670.60 E: 1201556.82

LIMITS OF WORK

N: 836529.96 E: 1201617.21

X X

T T

TT T T T T T

T T T T

T T

TE TE TE TE TE TE TE TE TE TE TE TE TE TE TE TE

TE TE TE TE TE TE TE TE TE

X X

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

S T

TE TE TE TE TE TE TE TE TE TE TE TE TE TE TE TE TE TE

TETE

TTTTTTTT

T T

ADDITION VEHICLE

MAINTENANCE SHOP

R R

RRR R R R RR R R R R R RRRRR

TTTTT

R R

TETETETE

CLEANOUT

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

T D

2E R

E, F L

N M

O B

C H

R , V

C E

K D

T D

-2

O P

N D

M Y

D (V

N G

. T H

O M

, U

.S . V

D S

CDC

CP101

N G

G .W

R .G

C H

-0 4-

-2

2- -C

.d w g

GENERAL SHEET NOTES

LEGEND

DIM. NOTE AND NORTH

DIMENSIONS SHOWN ARE IN FEET

UNLESS OTHERWISE NOTED.

A1 PAVEMENT JOINTING PLAN

SCALE: 1":15'

DOWELED CONTRACTION JOINT

DOWELED CONSTRUCTION JOINT

THICKENED EDGE JOINT

THICKENED EDGE EXPANSION JOINT

1. DIMENSIONS IN FEET UNLESS OTHERWISE NOTED.

2. PAVEMENT JOINT DETAILS SEE SHEET CS507, SEE ALSO SPECIFICATIONS

SECTION 32 13 73.19.

3. DOWELED CONSTRUCTION JOINTS SHALL BE PROVIDED AT GRADE BREAKS.

4. ALL TRANSVERSE CONSTRUCTION JOINTS SHALL BE DOWELED.

5. NO CHANGES TO THE JOINTING PATTERNS SHALL BE MADE WITHOUT

WRITTEN APPROVAL OF THE DESIGN ENGINEER.

6. CONCRETE SHALL BE NON-REINFORCED EXCEPTING ODD SHAPED SLABS

AND AREAS OF PENETRATION. WHERE REINFORCEMENT IS REQUIRED

CONCRETE SHALL HAVE A MINIMUM OF 0.05% STEEL.

7. CONCRETE PAVING IS 8".

16 @ 4.64'

9.25

11.67

SECURITY FENCEX

10.75

Feet 0 15 30

8.00

11.00

5.25

CLEANOUT

GROUNDING ROD

INSPECTION WELL

SEE EG-101

4.61

9.46

10.75

7.54

HMA TO PCC JUNCTION

SEE SHEET CS506

DETAIL C1

X X

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

ADDITION VEHICLE

MAINTENANCE SHOP

EXISTING VEHICLE

MAINTENANCE SHOP

LIMITS OF WORK

N: 836525.13

E: 1201824.39

LIMITS OF WORK

N: 836536.67 E: 1201831.44

LIMITS OF WORK

N: 836566.96 E: 1201705.89

LIMITS OF WORK

N: 836837.29

E: 1201734.62

LIMITS OF WORK

N: 836829.39 E: 1201672.99

LIMITS OF WORK

N: 836802.65 E: 1201610.26

LIMITS OF WORK

N: 836670.60 E: 1201556.82

LIMITS OF WORK

N: 836529.96 E: 1201617.21

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

T D

2E R

E, F L

N M

O B

C H

R , V

C E

K D

T D

-2

O P

N D

M Y

D (V

N G

. T H

O M

, U

.S . V

D S

CDC

CS101

G .W

R .G

C H

-0 3-

-2

2- -C

.d w g

SHEET KEYNOTES

1. CONNECT TO EXISTING FENCE

2. TRANSITION TO EXISTING ASPHALT PAVEMENT. SEE DETAIL SHEET CS510.

3. PAVEMENT IS 5' OFFSET FROM FENCE TYP.

4. EXISTING SANITARY SEWER MANHOLE

5. 8" CONCRETE PAVEMENT. SEE DETAIL SHEETS AND JOINTING PLAN FOR

LAYOUT AND CONSTRUCTION DETAILS

6. ALTERED RAVINE CENTERLINE

7. OIL WATER SEPERATOR SEE MECHANICAL SHEET P-501

8. SIDEWALK SEE DETAIL SHEET CS503

9. GENERATOR PAD

1. ALL DIMENSIONS IN FEET UNLESS OTHERWISE NOTED

GENERAL SHEET NOTES

LEGEND

8" CONCRETE PAVEMENT SEE DETAIL SHEET

NEW CONCRETE TO EXISTING HMA TRANSITION.

7' SECURITY FENCING. SEE SHEET CS509

WORK LIMITS

RAVINE CENTERLINE

DIM. NOTE AND NORTH

DIMENSIONS SHOWN ARE IN FEET

UNLESS OTHERWISE NOTED.

X X X

73.82

14.10

A1 SITE PLAN

SCALE: 1":15'

30.00

74.00

R18 .75

R18.75

1.00

7.54

9.49

106.41

164.58

Feet 0 15 30

5.00

13.44

NEW FENCE

N 836809.68 E 1201665.06

NEW FENCE

N 836796.64 E 1201634.24

NEW FENCE

N 836658.12 E 1201729.22

NEW FENCE

N 836594.10 E 1201709.40

NEW FENCE

N 836592.53 E 1201705.69

ASPHALT

N 836585.41 E 1201698.18

ASPHALT

N 836577.77 E 1201679.89

CONCRETE

N 836589.33

E 1201675.02

CONCRETE

N 836599.95

E 1201649.24

CONCRETE

N 836623.05

E 1201703.72

CONCRETE

N 836627.24 E 1201713.50

CONCRETE

N 836652.39

E 1201702.86

CONCRETE

N 836659.32 E 1201719.22

CONCRETE

N 836663.92

E 1201717.27

CONCRETE

N 836802.82

E 1201661.87

CONCRETE

N 836787.49 E 1201625.70

BUILDING

N 836712.20 E 1201633.28

BUILDING

N 836735.05 E 1201690.93

BUILDING

N 836666.74

E 1201719.38

BUILDING

N 836641.33

E 1201663.37

BUILDING

N 836597.89 E 1201644.19

SEWER

N 836594.47 E 1201698.24

CONCRETE

N 836688.85

E 1201585.78

CONCRETE

N 836680.11 E 1201589.48

CONCRETE

N 836687.24

E 1201606.30

CONCRETE

N 836674.26 E 1201611.83

CONCRETE

N 836588.95

E 1201674.10

CONCRETE

N 836599.03 E 1201649.63

CONCRETE

N 836597.54

E 1201694.19

CONCRETE

N 836597.16

E 1201693.27

EXISTING VEHICLE

MAINTENANCE SHOP

X X

-19.80%

X X

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

ADDITION VEHICLE

MAINTENANCE SHOP

0+00

1+00

2+00 3+00

.64

TOP OF GABION

N: 836807.86 E: 1201666.93

TOP OF GABION

N: 836664.59

E: 1201732.88

TOP OF GABION

N: 836650.65 E: 1201733.85

TOP OF GABION

N: 836607.51 E: 1201721.69

TOP OF GABION

N: 836743.50

E: 1201699.60

CL NEW CHANNEL

N: 836817.61 E: 1201676.58

CL NEW CHANNEL

N: 836677.64

E: 1201745.79

CL NEW CHANNEL

N: 836622.25 E: 1201751.32

CL NEW CHANNEL

N: 836607.74 E: 1201752.74

CL NEW CHANNEL

N: 836590.76 E: 1201758.63

CL NEW CHANNEL

N: 836543.62

E: 1201807.08

78.09

CONCRETE

N 836643.65 E 1201720.52

CONCRETE

N 836655.33 E 1201719.45

CONCRETE

N 836622.13

E 1201704.11 SO

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

T D

2E R

E, F L

N M

O B

C H

R , V

C E

K D

T D

-2

O P

N D

M Y

D (V

N G

. T H

O M

, U

.S . V

D S

CDC

CS102

N H

O R

L C

O N

G .W

G . H

O R

D U

-0 3-

-2

2- -C

.d w g

1. ALL DIMENSIONS IN FEET UNLESS OTHERWISE NOTED

GENERAL SHEET NOTES

LEGEND

8" CONCRETE PAVEMENT SEE DETAIL SHEET

CS506 AND CS507

7' SECURITY FENCING. SEE SHEETS C-509

WORK LIMITS

DIM. NOTE AND NORTH

DIMENSIONS SHOWN ARE IN FEET

UNLESS OTHERWISE NOTED.

X X X

A1 SITE PLAN

SCALE: 1":15"

Feet

ELEV. 79.75

0.5% SLOPE

SEWER

N 836649.11

E 1201682.34

INV. IN 79.61

INV. OUT 79.60

SLOPE 0.5%

OWS

N 836651.32 E 1201705.30

INV. IN 79.34

SLOPE 0.5%

MH-01

N 836595.05 E 1201697.79

90 DEGREE BEND

N 836645.17 E 1201684.01

45 DEGREE BEND

N 836653.44

E 1201703.54

45 DEGREE BEND

N 836653.07

E 1201704.47

EXISTING VEHICLE

MAINTENANCE SHOP

LIMITS OF WORK

N: 836525.13

E: 1201824.39

LIMITS OF WORK

N: 836536.67 E: 1201831.44

LIMITS OF WORK

N: 836566.96 E: 1201705.89

LIMITS OF WORK

N: 836837.29

E: 1201734.62

LIMITS OF WORK

N: 836829.39 E: 1201672.99

LIMITS OF WORK

N: 836802.65 E: 1201610.26

LIMITS OF WORK

N: 836670.60 E: 1201556.82

LIMITS OF WORK

N: 836529.96 E: 1201617.21

N SAN

SAN

X X

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

ADDITION VEHICLE

MAINTENANCE SHOP

0+00

1+00

2+00 3+00

.64

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

T D

2E R

E, F L

N M

O B

C H

R , V

C E

K D

T D

-2

O P

N D

M Y

D (V

N G

. T H

O M

, U

.S . V

D S

CDC

CU101

G .W

G .H

O R

D U

-0 5-

-2

2- -C

dw g

SHEET KEYNOTES

1. CONNECT TO EXISTING SANITARY SEWER MANHOLE

2. OIL WATER SEPARATOR SEE MECHANICAL SHEET P-501

1. ALL STORM WATER WILL SHEET FLOW OFF SITE INTO ADJACENT RAVINE

THUS NO STORM SEWER IS INCLUDED

GENERAL SHEET NOTES

LEGEND

1. CONCRETE PAVING

DIM. NOTE AND NORTH

DIMENSIONS SHOWN ARE IN FEET

UNLESS OTHERWISE NOTED.

A1 UTILITIES LAYOUT

SCALE: 1":15'

Feet 0 20 40

2. 8" PVC SANITARY SEWER SAN SAN

3. HIGH SECURITY FENCE X X X X

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

. A R

M Y

C O

O F

R S

SC501

O N

N S

G .M

O O

G .H

O R

D U

-0 5-

-2

2$ -S

dw g

T D

WYE BRANCH

1/8 BENDS

SEWER MAIN

(SEE NOTE 5)

8" X 8" X 4" WYE (TYP.)NEOPRENE COUPLING

(AS REQUIRED)

PIPE TO BE INSTALLED IN

ACCORDANCE WITH BUILDING CODES

FOOTING

FINISHED FLOOR

FOUNDATION WALL

FOOTER

8" X 4"

REDUCER

(IF NEEDED)

4" 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

2900 PSI CONCRETE

UNDISTURBED

EARTH

SEWER PIPE

30° OR 22 1/2° ELBOW

HEAVY DUTY COVER

FINISHED GRADE LINE

WATER LINE

EXISTING

SEWER LINE

" M

TYP.

4" MIN.

ALL AROUND

12" MIN.12" MIN.

2' SQ. MIN.

MIN.

6" M

R (T

101.7 MAX. CLEANOUT REACH

5 (TYP.)

R (T

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 16" X 16" CONCRETE PAD AROUND ALL ELEMENTS. THE

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

5. IF APPLICABLE, CONNECT DIRECTLY TO SEPTIC TANK THROUGH EXISTING CONNECTION.

2% SLOPE (MINIMUM)

8" P.V.C. PIPE, SDR 35

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

PLAN

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 of Engineers

2E R

E, F L

N M

O B

C H

R , V

C E

K D

T D

-2

O P

N D

M Y

D (V

N G

. T H

O M

, U

.S . V

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U S

R M

O R

N G

I N

E E

R S

SC502

O N

N S

G .M

O O

G .H

O R

D U

-0 5-

-2

2$ -S

dw g F

I L

A M

P L

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 2.00 ft 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

0.16 WOOD PLUG

CAULK TIGHT AND

WEDGE IN PLACE

MEASURING PAN

0.082 PIPE

CAULK TO PLUG

WATERTIGHT

MEASURING

PLUG (SEE

DETAIL)

GROUND LEVEL

GROUNDWATER

LEVEL

PROVIDE CASED HOLES AT

30 ft OC TO INDICATE

GROUNDWATER LEVEL

(USE 60° V-NOTCH WEIR

WHEN CHECKING INFILTRATION

OF TOTAL SEWER SYSTEM)

HEAD EQUALS 2 ft OVER CROWN OF PIPE OR 2 ft

OVER EXISTING GROUNDWATER LEVEL UP TO

MAXIMUM OF 4 ft AT UPSTREAM END OF PIPE

BEING TESTED.

NOTES:

1. PLACE WATERTIGHT BULKHEAD WITH 0.16 ft PIPE IN EACH END OF SECTION OF

SEWER TO BE TESTED.

2. FILL SECTION OF SEWER WITH WATER UNTIL 0.16 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.

0.16 PIPE

GROUND LEVEL

PROVIDE CASED HOLES AT

30 ft OC TO INDICATE

GROUNDWATER LEVEL

WATERTIGHT BULKHEAD

A4 EXFILTRATION TEST

SCALE: N.T.S.

FLOW

NOTES:

1. MAXIMUM TRENCH WIDTH = PIPE OUTSIDE DIAMETER PLUS 2 ft.

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

4" ft 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

6" SAND CUSHION

Ø14 @ 12"

FLEXIBLE,

WATERTIGHT

CONNECTION,

(IF SPECIFIED

TOP SECTION SHOWN

ROTATED 90° FOR

CLARITY

MANHOLE WALL

PRECAST OR

POURED CONCRETE

Ø19 @ 6"

MANHOLE FRAME

AND LID

WATERPROOFING

(IF SPECIFIED)

MANHOLE STEPS

(IF SPECIFIED)

MAIN SEWER

NOTES:

1. ENCASE DROP PIPE WITH CLASS B CONCRETE 4" EACH SIDE AND FROM

SIDE OF MANHOLE TO UNDISTURBED EARTH.

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

MANHOLES MORE THAN 2 ft ABOVE OUTLET PIPE.

3. FOR GENERAL DIMENSIONS OF MANHOLE SEE MANHOLE STANDARD.

A9 MANHOLE DROP CONNECTION

SCALE: N.T.S.

A7 PRESSURE PIPE BEDDING-SECTION

SCALE: N.T.S.

4" M

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.

3/ 4d

- 6 .5

8" M

1 (MIN.)

1.3 (MAX.)

4 DIA.

TYPICAL TRENCH CROSS-SECTION

FLEXIBLE

GRAVITY

PIPE

CENTER LINE

OF PIPE

SEE NOTE 1

F O

R P

A N

D L

F O

R P

A N

D L

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

4" M

O R

E 2.

5' A

N D

F O

R P

3' A

N D

PIPE BEDDING

HAUNCHING

INITIAL

BACKFILL

MEASURING PLUG

JUNCTIONS

RIGHT ANGLESTRAIGHT 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 @ 12"

CLASS B

CONCRETE

WATERPROOFING

(IF SPECIFIED)

MANHOLE STEPS

(IF SPECIFIED)

MANHOLE WALL

ADJUST RINGS

AS REQUIRED TO

MEET GRADE LINE

(1 ft 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

6" 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.

6" 6"

DIA.

3/ 4d d

DIAMETER OF MAIN SEWER DIA (d)

2 ft AND UNDER 4

2.25 ft TO 3.50 ft INCLUSIVE 5

E1 PRECAST ECCENTRIC MANHOLE DETAIL

SCALE: N.T.S.

D4 PRECAST MANHOLE BOTTOM DETAIL

SCALE: N.T.S.

US Army Corps of Engineers

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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

1/2" EXPANSION JOINT

NEW BUILDING STOOP

1/4" EXPANSION

JOINTS

CONTRACTION JOINTS

1/4" EXPANSION

JOINTS

BACK OF CURB

0.043 EXPANSION JOINTS

CONTRACTION JOINTS

1/2" EXPANSION JOINTS

5 5 5 5

50 MAXIMUM SPACING BETWEEN EXPANSION JOINTS

50' MAXIMUM SPACING BETWEEN EXPANSION JOINTS

3.28

" 6"

1/2"

6"6" 4"

6" 4"

1/8"

1" 1/ 4"

R1/4"

TYPR1/4"

EXPANSION JOINT

MATERIAL

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

CONCRETE

BUILDING BUILDING

NOTES:

1. ALL SIDEWALKS AND BUILDING SKIRTS SHALL BE 4" ft THICK.

2. CONTRACTION JOINTS SHALL BE SPACED AT 5 ft INTERVALS FOR 5 ft

SIDEWALKS/BUILDING SKIRTS.

3. CONTRACTION JOINTS SHALL BE FORMED OR SAWCUT 1" DEEP.

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

WALK TO PROVIDE 6" ft FACE IN 3.28 ft.

5. 1/2" ft EXPANSION JOINT MATERIAL REQUIRED CONCRETE SIDEWALK/BUILDING

SKIRT ABUTS CONCRETE STRUCTURE.

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

PARALLELING CONCRETE CURB.

US Army Corps of Engineers

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US Army Corps of Engineers

NOTES:

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

LENGTH OF 100 ft.

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 2 ft 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 63.5 STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

2. LENGTH - AS REQUIRED BUT NOT LESS THAN 50 ft.

3. THICKNESS - NOT LESS THAN 6".

4. WIDTH - 355 ft 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 10 ft.

2. THE WASHOUT SHALL BE A MINIMUM OF 50 ft 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)

4.92

G P

50 (MIN.) LENGTH

0.33

EXISTING

GRADE

6" (MIN.) SOIL

STABILIZATION

FABRIC

5H:1V

MOUNTABLE BERM

EXISTING PAVEMENT

50 (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.

10 (MIN.)

STAKE (TYP.)

STRAW BALE (TYP.)

250 MICRONS PLASTIC LINING

STRAW BALESTAPLES (2 PER BALE)

WOOD OR METAL

STAKES (2 PER BALE) NATIVE MATERIAL (OPTIONAL)

BINDING WIRE

A1 STABILIZED CONSTRUCTION ENTRANCE

SCALE: N.T.S.

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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 PER MANUFACTURER'S RECOMMENDATIONS.

2" TO 3"

OVERLAP

3'- 3"

6'- 6"

1:2 (V

:H ) S

PE M

AX.

TAMP OVER

MAT/BLANKET

MATS/BLANKETS

SHOULD BE INSTALLED

VERTICALLY DOWN SLOPE.

1:2 (V

OVERLA

PLIC

E WIRE MESH (IF NECESSARY)

FILTER FABRIC

2" X 4" WOOD

POST OR STEEL

POST

COMPACTED SOIL

4" ABOVE GROUND

" T

6'-0"(MAX.)

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 4 ft AND DRIVEN A MINIMUM OF 18 in TO 20 in IN THE

GROUND. POSTS SHALL BE SPACED A MINIMUM OF 6 ft APART; FABRIC WILL BE SECURELY FASTENED TO POSTS WITH 4 in STAPLES OR 16-GAUGE WIRE TIES SPACED A MAXIMUM OF 6 in.

3. A 1 ft 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 4 in ABOVE GROUND AND COMPACTED TO BURY AND SECURE THE BOTTOM OF THE

FILTER FABRIC.

FRONT VIEW

SOD

TOPSOIL

ORIGINAL GROUND

7'-0" (MIN.)

INLET WITH OR

WITHOUT GRATE

1 X 3.28 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 MAT, CLASS ?, TYPE ?

GEOTEXTILE

FABRIC TYPE 'DF'

NO. 2 CONCRETE AGGREGRATE

ANCHOR INTO

EARTH GRADE

CONSTRUCT TOP OF BERM ELEVATION

APPROXIMATELY 1' ABOVE DITCH

FLOW LINE. INSTALL SANDBAGS ALONG

EDGES AND TOP OF GEOTEXTILE FABRIC.

PLACE TEMPORARY SEEDING

AND EROSION MAT (TYP.)

GEOTEXTILE FABRIC

VAR.

6" (MIN)

3'-3"

(TYP.)

2'-0"(TYP.)

6'-6"

(TYP.)

6" MIN.

OVERFLOW TRENCH

SECTION

FLOW

4:1 SLOPE

(TYP.)

6:1 SLOPE

(TYP.)

4:1 SLOPE

(TYP.)

6:1 SLOPE

(TYP.)

6:13:1

6" (M

12" VARIABLE 12"

12"12"

SECTION

PLAN

2W (T

O R

B Y

ENDWALL

12" THICKNESS

FOR RIPRAP

SECTION

PLAN

VARIES VARIES

12" MIN.

3:1 3:1

CL100 (TYP.)

12" DESIRABLE

MINIMUM

6:1 TYP. VAR. S

LOPE

A4 SILT FENCE INSTALLATION FOR PERIMETERS AND SEDIMENT BARRIERS

SCALE: N.T.S.

US Army Corps of Engineers

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CDC

THICKNESS DESCRIPTION

AGGREGATE BASE COURSE ( SPEC 32 11 23)

STABILIZED SUBGRADE (SPEC 32 11 13.13)

8" 6"

TACK

COAT

ASPHALT

PAVEMENT CONCRETE

PAVEMENT

T = PCC PAVEMENT THICKNESS

E8 C6

SEE JOINT

SEALANT

DETAILS

HMA

AGGREGATE

BASE COURSE

COMPACTED

SUBGRADE

1H:1V

PORTLAND

CEMENT

CONCRETE

1/ 9"

10 ft 5 ft

HMA

THICKNESS DESCRIPTION

HMA WEARING COURSE (SPEC 32 12 16)

AGGREGATE BASE COURSE (SPEC 32 11 23)

TACK COAT (SPEC 32 12 13)

HMA INTERMEDIATE COURSE (SPEC 32 12 16)2"

PRIME COAT (SPEC 32 12 13)

PORTLAND CEMENT CONCRETE (SPEC 32 13 14.13)

12" COMPACTED SUBGRADE (SPEC 31 00 00)

N N

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C1 HMA TO PCC PAVEMENT JUNCTION

SCALE: N.T.S. C6 CONCRETE PAVEMENT SECTION

SCALE: N.T.S.

F6 ASPHALT PAVEMENT SECTION - 4"

SCALE: N.T.S.

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SAWED CONTRACTION JOINT

NOT TO SCALEF1

NOT TO SCALEF3 THICKENED EDGE

DOWEL DIA. (D)

AND TYPE

MINIMUM

DOWEL

LENGTH

(FT)

MAXIMUM

DOWEL

SPACING

(FT)

8" 1.3 1 Ø 1" BAR

JOINT TO INTERSECT

EDGE OF FILLET AT

90 DEGREE ANGLE

JOINT TO INTERSECT

EDGE OF FILLET AT

90 DEGREE ANGLE

RIE

RADIUS

OF FILLET

RADIUS

OF FILLET

PAVEMENT

JOINT

PAVEMENT

JOINTS

NOT TO SCALED6 ODD SHAPED SLAB - JOINT DETAIL #1

NOT TO SCALED8 ODD SHAPED SLAB - JOINT DETAIL #2

T = PAVEMENT THICKNESS

NOT TO SCALED1 DOWELED CONTRACTION JOINT

1/9" R

NOT TO SCALED3

THICKENED EDGE EXPANSION JOINT

(PAVEMENT TO PAVEMENT)

T = PAVEMENT THICKNESS

NOT TO SCALEB1 (NEW PAVEMENT BOTH SIDES)

DOWELED CONSTRUCTION JOINT

PREFORMED

NON-EXTRUDING

JOINT FILLER

1/9"

STRUCTURE

NOT TO SCALEB3 (PAVEMENT TO STRUCTURE)

THICKENED EDGE EXPANSION JOINT

NOT TO SCALEB6 CONSTRUCTION JOINT WITH TIE BARS

NOT TO SCALEB9 DOWEL AND TIE BAR LOCATION DETAIL

TABLE 1 - DOWELS

8" 2.5 2.5

TABLE 2 - TIE BARS

PAVEMENT

THICKNESS

(T)

PAVEMENT

THICKNESS

(T)

MINIMUM

TIE BAR

LENGTH

(FT)

MAXIMUM

TIE BAR

SPACING

(FT)

TIE BAR SIZE

Ø 3/4" REBAR

T = PAVEMENT THICKNESS T = PAVEMENT THICKNESS

T = PAVEMENT THICKNESS

SEE JOINT

SEALANT DETAIL

SEE JOINT

SEALANT DETAIL

T = PAVEMENT THICKNESST = PAVEMENT THICKNESS T = PAVEMENT THICKNESS

T T

1/9"

SEE TABLE 1

FOR SIZE AND SPACING

T T

3/4"

PREFORMED

NON-EXTRUDING

JOINT FILLER

SEE JOINT

SEALANT DETAILPAINT AND OIL

ONE END OF DOWEL

1/2 DOWEL LENGTH

SEE TABLE 1

FOR SIZE AND SPACING

SEE JOINT

SEALANT DETAIL

PAINT AND OIL ONE END

OF DOWEL

BUTT JOINT

3/4"

SEE JOINT

SEALANT DETAIL

T T

1/2 DOWEL LENGTH

SEE TABLE 2

FOR SIZE AND SPACING

SEE JOINT

SEALANT DETAIL

BUTT JOINT JOINT

DOWEL OR

TIE BAR

1/2 TIE BAR LENGTH

5 MIN.

WELDED WIRE MESH

WELDED WIRE MESHWELDED WIRE MESH

WELDED WIRE MESH WELDED WIRE MESH

WELDED WIRE MESH

L = LENGTH OF DOWEL OR TIE BAR

T/ 4+

N N

C R

O N

D B

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O M

, U

.S . V

TABLE 1

PAVEMENT

THICKNESS

(T)

8" 2"

DEPTH OF

FIRST

SAWCUT

(1 8")

C U

T (F

C U

J O

TOP OF SEALANT

1/4" BELOW

PAVEMENT

PREFORMED

COMPRESSION

SEAL

LUBRICATE

AS SPECIFIED

PCC PAVEMENT

J O

3/4"

TOP OF SEALANT

1/4" BELOW

PAVEMENT

PCC PAVEMENT

LUBRICATE

AS SPECIFIED

PREFORMED

COMPRESSION

SEAL

J O

PCC PAVEMENT

LUBRICATE

AS SPECIFIED

PREFORMED

COMPRESSION

SEAL

TOP OF SEALANT

1/4" BELOW

PAVEMENT

PREFORMED

NON-EXTRUDING

JOINT FILLER

1/9" (TYP)

BUTT JOINT

NOT TO SCALEE4 CONTRACTION JOINT

NOT TO SCALEE6 CONSTRUCTION JOINT

NOT TO SCALEE9 EXPANSION JOINT

JOINT SEALANT DETAILS

3/4"

.3/4"

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

. A R

M Y

C O

O F

R S

SC508

G .M

O O

G .H

O R

D U

-0 5-

-2

2$ -S

dw g

T D

US Army Corps of Engineers

2E R

E, F L

N M

O B

C H

R , V

C E

K D

T D

-2

O P

N D

M Y

D (V

N G

. T H

O M

, U

.S . V

0 200010004001000

SCALE: 1 : 20

SCALE: 1 : 5

0 50025050100250

NOTE:

SCALE: 1:5

TRUSS ROD AND BAND

SCALE: 1:5

BRACE RAIL CLAMP DETAIL

SCALE: 1:5

END OR GATE POST DETAIL

SCALE: 1:5

TENSION BAND DETAIL

SCALE: 1:5

BRACE RAIL ATTACHMENT

SCALE: 1:5

LINE POST ATTACHMENT

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

CORNER, END & PULL POSTS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

5" O.D.

1.5" O.D.

1.5" SQ.

1.5" x 1.5" 1.5" x 1.2"

BOTTOM & BRACE RAILS

SCALE: 1:5

BOTTOM RAIL DETAILS

NOTES:

GROUNDING DETAIL

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

BRACE PANEL DETAIL

SECURE SIDE

3' -3

" 1" M

10" MIN DIA.1'-4" MIN DIA.

1" M

B O

M O

9' -1

SCALE = NTSD1

7 FOOT CHAIN-LINK SECURITY FENCE DETAIL

G H

E4 C3

D6 D8

A7A5

NOTES:

1. UNLESS NOTED OTHERWISE, OUTRIGGER SHALL EXTEND OUTWARD

FROM THE AREA TO BE PROTECTED.

LINE POST

EXTENSION ARM DETAILS

CORNER POST

NO SCALE

BARBED-WIRE APRON

ON EXTENSION ARMS

…" PLAIN PIN

RIVETED FLUSH (TYP.)

DEGREES

6"(

TYP.)

LOCK PIN (TYP.) 1'-9"

DEGREES

…" PLAIN PIN

RIVETED FLUSH (TYP.)

BARBED WIRE (TYP.)

4" O.D.

7'-6" MAXIMUM

7'-6" MAX

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

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

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

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

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

STAINLESS STEEL TIE WIRES SHALL BE USED FOR FASTENING FENCE

FABRIC TO TENSION WIRES. HOG RINGS SHALL NOT BE ALLOWED

ON SENSORED FENCES.

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

3/8" CARRIAGE BOLTS AS SHOWN. ADDITIONAL HOLES SHALL BE

DRILLED THROUGH THE BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE

BOLTS PASS THROUGH THE BOTTOM RAIL AS SHOWN.

7'-6" MAXIMUM

LINE POST TO BE EQUALLY SPACED

7'-6" MAX

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

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

File details come from the government source that posted it. Updated Jun 13, 2022.